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CC-0127-2018 TOWN OF QUEENSBURY � 742 Bay Road, Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: CC-0127-2018 Date Issued: Thursday, May 24, 2018 This is to certify that work requested to be done as shown by Permit Number CC-0127-2018 has been completed. Tax Map Number: 288.20-1-20 Location: 1172 State Rte 9 Owner: GREAT ESCAPE THEME PARK LP Applicant: GREAT ESCAPE THEME PARK LP This structure may be occupied as a: Amusement Ride: Pandemonium By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: CC-0127-2018 Tax Map No: 288.20-1-20 Permission is hereby granted to: Ellsworth& Son Excavating For property located at: 1172 State Rte 9 In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: GREAT ESCAPE THEME PARK LP Amusement Ride $500,000.00 Owner Address: PO Box 511 Total Value $500,000.00 Lake George,NY 12845 Contractor or Builder's Name/Address Electrical Inspection Agency Ellsworth&Son Excavating 76 ELLSWORTH LN Lake George,NY 12845 Plans&Specifications Amusement Ride:Pandemonium $ 750.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday,April 4,2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town(Qee ury; �We ril 4,2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement s � Office Use Only ADDITION/ALTERATION PERMIT Permit#:CG -OKI+ " 2Q16 WW APPLICATION Permit Fee: $ Ibwll 742 Bay Road,Queensbury,NY 12804 Invoice#: Z2� P:518-761-8256 www.gueensbury.net _ Cuvs s 2 —15=�1� Project Location: �� ""t°�`i "` Tax Map ID #: 2cH,20-1- 20 Subdivision Name: Nlp CONTACT INFORMATION: • Applicant: Name(s): -tile 1.1Vt(JJf rCCC(� 711fiWP Auk' 1-12 Mailing Address, C/S/Z: 1172 SfaK &it I 5 1.23'6q Cell Phone: ( 51- ) 30q- 71P()J Land Line: 1t ) 792-3,��W x3,320 Email: d L�Si)1z �� SST CGS( • Primary Ownell Name(s): 1r)f Gref.4 ESCaIX Zl>°YY'P PQ re LP Mailing Address, C/S/Z: A) 31QIe 200tc 1 aue&l,yb" Al LI/ !21�0 _ Cell Phone: 51<5 )z - Land Line: .5/5 ) 7Cf-2 - 25W y 33.1G Email: 1 C • Contractoll Business Name: EJ Contact Name(s): R 1VX0 EI)WjUth Mailing Address, C/S/Z: /0302 Ny- Jqq Fort nnYt 12'327 Cell Phone: 1'6 ) 3UI - ICIC � Land Line: -3),S ) -)q 2" 9 2�L/y Emai1: ILI C ' (` ;Il�i,s}ty1tly? ��, �1�IIT ►l1 - • Architect(s)/Engineer(s): Business Name: C I I Mile ASSEnotfs Contact Name(s): Rdf�K Poll o m oo Mailing Address, C/S/Z: D L r� Al1 Z�� Cell Phone: ( 1%51'6 ) 338 52 412 Land Line: U- 7(P,5 Email: ) ) L L cDiou , Contact Person for Building & Code Compliance: rn - - Cell Phone: Land Line: Email: v1 S + • c o 1 5U) Ini I MAR 2 9 2018 TOWN OF QUEENSBURY BUILDING&CODES Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revise arc PROJECT INFORMATION: TYPE: Commercial Residential WORK CLASS: Single-Family Two-Family Multi-Family (# of units ) _Townhouse Business Office Retail ll _ Industrial/Warehouse _Garage (# of cars ) V Other (describe �Ide ldc)-mbn ) ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: NIR 1st floor: (j1A 2nd floor: NIR 2nd floor: �A 3rdfloor: 3rd floor: N Basement (habitable space): Nift Basement (habi able space): Total square feet: Total square feet: ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ `Jb0 Q 0 0 2. If Commercial project, what is the proposed use: ` A?W PAL CA-t 4h-e-r-m-p- 3. Source of Heat (circle one): Gas Oil Propane Solar Other t-1 't Fireplaces need a separate Fuel Burning Appliances & Chimney Application 4. Are there any structures not shown on the plot plan? YES NO ,xplain: 5. Are there any easements on the property? YES 0 6. SITE INFORMATION: a. What is the dimensions or ac of the parcel? Or-ti c'h ©4� 23`l. y(Oac--'L P'0R"rA'_J b. Is this a corner lot? YES NO c. Will the grade be changed as a re ult of the construction? YES NO See r�Yc�c3lcr�� d. What is the water source? PRIVATE WELL e. Is the parcel on SEWER or a PRIVATE SEPTIC system? �2 ? Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised March 2018 DECLARATION: 1. 1 acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: `G (1,A�_� SIGNATURE: DATE: Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised March 2018 INSPECTION WORKSHEET (BINS-003599-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number: Inspection Date: Inspector: Case Module: Inspection Status: Inspection Type: CC-0127-2018 05/23/2018 John O'Brien Permit Failed Commercial Final Inspection Job Address:Parcel Number:1172 State Rte 9 Queensbury, NY 12804 288.20-1-20 Contact Type Company Name Name Granted Permission [Ellsworth & Son Excavating], Contractor [Ellsworth & Son Excavating], Primary Owner [ GREAT ESCAPE THEME PARK LP], Applicant [ GREAT ESCAPE THEME PARK LP], Architect [C.T. Male Associates], Checklist Item Passed Comments Ext Finish /Grade Complete/6 in 10ft or Equivalent YES Int/Ext Guardrails 42 inch Platform Decks YES Int/Ext Balusters 4 inch Spacing Platform Decks YES Int/Ext Balusters 4 inch Spacing Platform Decks YES Exits At Grade Or Platform 36 (w) x 44 (l)YES Floor Bathroom Watertight Other Floors Okay YES Handicapped Ramps YES Final Electrical / Flex Gas Piping Bonded YES Site Plan Variance required NO -Code Compliance Officer (Bruce Frank) Final Site Inspection Engineer or Architect Approval NO -Provide design engineer?s Final Approval Letter on the project based on Dente Engineering?s Special Inspections. Special Inspections NO -Provide all special inspection field reports for soils, reinforcing, concrete and structural inspection of anchoring ride to concrete foundation. -Provide Completion Letter from the special Inspections company Dente Engineering for soil compaction, Reinforcing, concrete testing and structural inspection of anchoring ride to concrete foundation. May 23, 2018 Page (3) INSPECTION WORKSHEET (BINS-003599-2018) Checklist Item Passed Comments OK to Issue C/O NO 5/23/18 Final Inspection Not Approved Remaining Items: -Code Compliance Officer (Bruce Frank) Final Site Inspection -Provide all special inspection field reports for soils, reinforcing, concrete and structural inspection of anchoring ride to concrete foundation. -Provide Completion Letter from the special Inspections company Dente Engineering for soil compaction, Reinforcing, concrete testing and structural inspection of anchoring ride to concrete foundation. -Provide design engineer?s Final Approval Letter on the project based on Dente Engineering?s Special Inspections. Okay To Issue CC NO May 23, 2018 Page (4) O'Brien, John (Inspector) Town of Queensbury-Building and Codes-Fire Marshal 742 Bay Road-(518)761-8256 Building(518)761-8206 Fire Marshal Case Number: CC-0127-2018 Case Module: Permit Inspection Date: 05/23/2018 Inspection Status: Passed Inspector: Mike Palmer Inspection Type: OCC-Inspections Job Address: 1172 State Rte 9 Parcel Number: 288.20-1-20 Queensbury,NY 12804 Contact Type Company Name Name Primary Owner GREAT ESCAPE THEME PARK LP Architect C.T.Male Associates Granted Permission Ellsworth&Son Excavating Applicant GREAT ESCAPE THEME PARK LP Contractor Ellsworth&Son Excavating Checklist Item Passed Comments Fire Marshal YES Exit Access YES Exit Enclosure YES Exit Discharge YES Fire Extinguisher Hung YES Inspection of Extinguisher YES Electrical Wiring Enclosed/Labeled YES Occupancy Cycle NO U Dean Palmer,Mike(Inspector) May 23,2018 _ Page(2) CONCRETE COMPRESSIVE STRENGTH TEST REPORT d AIrL'frr7Can COMPANY Report Number: J13181036.00021 -124n,a Service Date: 04/11/18 594 Broadway Report Date: 04/20/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/11/18 Sample Time: 0810 Sampled By: A.Smead Mix ID: 40000 Weather Conditions: SUN Supplier: JOINTA GALUSHA Accumulative Yards: 10 Batch Size(cy): 10 Batch Time: 0740 Plant: GLENS FALLS Placement Method: Chute Truck No.: 4904 Ticket No.: 824880 Water Added Before(gal): Field Test Data Water Added After(gal): Sample Location: Test Result Specification Placement Location: FOUNDATION-PIT Slump(in): 23/4 Air Content(%): 5.5 Concrete Temp.(F): 70 Ambient Temp.(F): 35 Plastic Unit Wt.(pcf): Yield(Cu.Yds.): Laboratory Test Data Specimen Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Test( No. ID (in) (sq in) Received (lbs) Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 04/12/18 8.60 04/18/18 7 59,640 4,750 3 1 B 4.00 12.57 04/12/18 8.60 05/09/18 28 1 C 4.00 12.57 04/12/18 8.65 05/09/18 28 1 D 4.00 12.57 04/12/18 8.60 05/09/18 28 1 E 04/12/18 8.60 Hold 1 F 04/12/18 8.60 Hold Initial Cure: Covered with Blanket Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: A.Smead Reported To: ELLSWORTH REPS Contractor: ELLSWORTH Report Distribution: Reviewed B (l)Ellsworth&Son Excavating,Inc.,Greg (1)The Great Escape Theme Park,L.P.,Danielle By: (1) r L_ France Smith , —J Ro IC au ,P. (1)Ellsworth&Son Excavating,Inc.,Greg llllll/JJ/// Department Manager France Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0001,11-16-12,Rev.6 Page 1 of 1 REINFORCING STEEL OBSERVATIONS REPORT ' Alrerracon COMPANY Report Number: JB181036.0006 Service Date: 04/16/18 594 Broadway Report Date: 04/20/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB 181036 ❑ SPREAD FOUNDATION ❑ GRADE BEAM N FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ❑ OTHER REFERENCE DRAWINGS: S101, S501 LOCATION: FOUNDATION-PIT WALLS 0 PROPER BAR SIZE 0 PROPER GRADE STEEL N PROPER BAR SPACING N PROPER BAR CLEARANCE 0 PROPER SPLICES N CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS N FINDINGS REPORTED TO BRAD OF ELLSWORTH The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev.10 Page 1 of 2 REINFORCING STEEL OBSERVATIONS REPORT - 4g AlrerracancomPANY Report Number: JB181036.0006 Service Date: 04/16/18 594 Broadway Report Date: 04/20/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 Services: Observe the placement of reinficing steel and/or embedded elements as requested in general accordance with project specifications and/or client request(s). Dente Group-A Terracon Co.Rep.: A.Smead Reported To: BRAD-ELLSWORTH Contractor: ELLSWORTH Report Distribution: (1)Ellsworth&Son Excavating,Inc., (1)The Great Escape Theme Park,L.P., Greg France Danielle Smith /J (1)Ellsworth&Son Excavating,Inc., Reviewed By: Greg FranceJko�' J.Robichaud,P. . Department Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev.10 Page 2 of 2 FOUNDATION OBSERVATIONS REPORT AIrerracon cmPANY Report Number: JB 181036.0013 lou'l Service Date: 04/17/18 594 Broadway Report Date: 04/20/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 DESCRIPTION OF SUBGRADE ❑ Pavement Subgrade ® Foundation Bearing Grade ❑ Floor Slab Subgrade ® Continuous Wall Foundation ❑ Structural Fill Subgrade ❑ Isolated Column Footing ❑ Design Pressure (psf) ® 2000 ❑ 2500 ❑ 3000 ❑ 3500 ❑ 4000 ❑ ® Location: PANDEMONIOUM OUTER WALL FOOTING BEARING GRADE METHOD OF EXCAVATION ❑ Backhoe Bucket with Teeth ❑ Bull Dozer ❑ Backhoe Bucket Curled Up ❑ By Hand ® Backhoe Bucket with Plate N Self-Propelled Vibratory Compactor FIELD OBSERVATIONS: EXCAVATED TO BEARING GRADE AND COMPACTED UNTIL FIRM AND STABLE. SOILS CONSIST OF NATIVE SAND AND GRAVEL MIX. USED A POINTED STEEL ROD TO PROBE THE BEARING GRADE IN MULTIPLE LOCATIONS. WHERE PROBED THE GRADES WERE FIRM AND STABLE UNDER HAND PRESSURE. RECOMMENDATIONS: BEARING GRADE JUDGED SUITABLE FOR SUPPORT OF THE FOUNDATION AT THE DESIGN BEARING PRESSURE. Services: Observe foundation construction activities as requested in general accordance with project specifications and/or client request(s). Dente Group-A Terracon Co.Rep.: A. Smead Reported To: ELLSWORTH REPS Contractor: ELLSWORTH Report Distribution: (1)Ellsworth&Son Excavating,Inc., (1)The Great Escape Theme Park,L.P., Greg France Danielle Smith (1)Ellsworth&Son Excavating,Inc., Reviewed By: Greg France J.Robichaud,P.L. Department Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CTOOO1,10-16-13,Rev.10 Page 1 of 1 REINFORCING STEEL OBSERVATIONS REPORT Report Number: JB 181036.0001 M1606 p1rC'f($On COMPANY Service Date: 04/11/18 594 Broadway Report Date: 04/16/18 Watervliet,NY 12189-3709 518-266-0310 Client Project Ellsworth& Son Excavating,Inc. Great Escape Pandemonium Ride Attn:Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury,NY Lake George,NY 12845 Project Number: JB 181036 ❑x SPREAD FOUNDATION ❑ GRADE BEAM ❑ FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ❑ OTHER REFERENCE DRAWINGS: S101, S501 LOCATION: FOUNDATION -PIT ® PROPER BAR SIZE © PROPER GRADE STEEL ® PROPER BAR SPACING ® PROPER BAR CLEARANCE © PROPER SPLICES ® CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS ® FINDINGS REPORTED TO BRAD OF ELLSWORTH The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev.10 Page 1 of 2 REINFORCING STEEL OBSERVATIONS REPORT 'lrC'I- ' A (faCO(1 COMPANY Report Number: JB 181036.0001 Service Date: 04/11/18 594 Broadway Report Date: 04/16/18 Watervliet,NY 12189-3709 518-266-0310 Client Project Ellsworth& Son Excavating,Inc. Great Escape Pandemonium Ride Attn: Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury,NY Lake George,NY 12845 Project Number: JB181036 Services: Observe the placement of reinficing steel and/or embedded elements as f@qg@§t@d lft pft@fdi amfdatm with pfpject specifications and/or client request(s). Dente Group-A Terracon Co.Rep.: A. Smead Reported To: BRAD-ELLSWORTH Contractor: ELLSWORTH Report Distribution: (1)Ellsworth&Son Excavating,Inc., Greg France Reviewed By: IWO44i.,*" @Ioti,: Department MaaageF The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev,10 Page 2 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT 61601. llierracon coMPANY Report Number: JB181036.0002 Service Date: 04/11/18 594 Broadway Report Date: 04/20/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/11/18 Sample Time: 0810 Sampled By: A.Smead Mix ID: 40000 Weather Conditions: SUN Supplier: JOINTA GALUSHA Accumulative Yards: 10 Batch Size(cy): 10 Batch Time: 0740 Plant: GLENS FALLS Placement Method: Chute Truck No.: 4904 Ticket No.: 824880 Water Added Before(gal): Field Test Data Water Added After(gal): Sample Location: Test Result Specification Placement Location: FOUNDATION-PIT Slump(in): 23/4 Air Content(%): 5.5 Concrete Temp.(F): 70 Ambient Temp.(F): 35 Plastic Unit Wt.(pcf): Yield(Cu.Yds.): Laboratory Test Data Specimen Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Teste No. ID (in) (sq in) Received (lbs) Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 04/12/18 8.60 04/18/18 7 59,640 4,750 3 1 B 4.00 12.57 04/12/18 8.60 05/09/18 28 1 C 4.00 12.57 04/12/18 8.65 05/09/18 28 1 D 4.00 12.57 04/12/18 8.60 05/09/18 28 1 E 04/12/18 8.60 Hold 1 F 04/12/18 8.60 Hold Initial Cure: Covered with Blanket Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: A. Smead Reported To: ELLSWORTH REPS Contractor: ELLSWORTH Report Distribution: d� d (1)Ellsworth&Son Excavating,Inc.,Greg (l)The Great Escape Theme Park,L.P.,Danielle Reviewed By: A�`- � France Smith ® Ott (1)Ellsworth&Son Excavating,Inc.,Greg France ®@��ffNt3111 �Ni1 �F Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000l,11-16-12,Rcv.6 Page 1 of I CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: J13181036.000281036.0002 I IN nlrerracon COMPANY Service Date: 04/11/18 594 Broadway Report Date: 05/09/18 Revision 1 -28-day results Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/11/18 Sample Time: 0810 Sampled By: A. Smead Mix 1D: 40000 Weather Conditions: SUN Supplier: JOINTA GALUSHA Accumulative Yards: 10 Batch Size(cy): 10 Batch Time: 0740 Plant: GLENS FALLS Placement Method: Chute Truck No.: 4904 Ticket No.: 824880 Water Added Before(gal): Field Test Data Water Added After(gal): Sample Location: Test Result Specification Placement Location: FOUNDATION-PIT Slump(in): 23/4 Air Content(%): 5.5 Concrete Temp.(F): 70 Ambient Temp.(F): 35 Plastic Unit Wt.(pef): Yield(Cu.Yds.): Laboratory Test Data Specimen Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Test( No. ID (in) (sq in) Received (lbs) Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 04/12/18 8.60 04/18/18 7 59,640 4,750 3 1 B 4.00 12.57 04/12/18 8.60 05/09/18 28 67,930 5,410 2 1 C 4.00 12.57 04/12/18 8.65 05/09/18 28 71,430 5,680 5 1 D 4.00 12.57 04/12/18 8.60 05/09/18 28 69,020 5,490 2 Average(28 days) 5,530 1 E 04/12/18 8.60 Hold 1 F 04/12/18 8.60 Hold Initial Cure: Covered with Blanket Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified stpmoth, Not€@lt@d for plastie unit weight. Samples Made By: Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: A. Smead Reported To: ELLSWORTH REPS Contractor: ELLSWORTH Report Distribution: (1)Ellsworth&Son Excavating,Inc.,Greg (1)The Great Escape Theme Park,L.P.,Danielle Reviewed By: >` FranceSmith �. (1)Ellsworth&Son Excavating,Inc.,Greg France Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0001,11l6-l2,Rev.6 Page 1 of 1 SOIL SAMPLE PICK-UP REPORT Irer/aCOfl COMPANY Report Number: JB 181036.0003 pug Service Date: 04/11/18 594 Broadway Report Date: 04/16/18 Watervliet,NY 12189-3709 518-266-0310 Client Project Ellsworth&Son Excavating,Inc. Great Escape Pandemonium Ride Attn:Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury,NY Lake George,NY 12845 Project Number: JB181036 Services Requested By: GREG OF ELLSWORTH Material Type: STRUCTURAL FILL - SAND Material Source: ON-SITE Location Sample Collected: The soil sample collected was transported to our office for laboratory testing. Testing Requested: SIEVE, MODIFIED PROCTOR Services: Dente Group-A Terracon Co.Rep.: A.Smead Reported To: N/A Contractor: ELLSWORTH Report Distribution: (1)Ellsworth&Son Excavating,Inc., Greg France Reviewed By: _ ®�l�ha>l�a — DepaFtment Managet, The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0015,10-16-13,Rev.9 Page 1 of I FIELD DENSITY TEST REPORT Report Number: JB181036.0004 Nned AlrerraconCOMPANY Service Date: 04/12/18 594 Broadway Report Date: 05/09/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB181036 Material Information Lab Test Data Project Requirements Optimum Water Max.Lab Water Mat. Proctor Laboratory Content Density Content Compaction No. Ref.No. Classification and Description Test Method (%) (pcf) (%) (%) 1 JB181036.0026B F-M-C SAND,Little Silt and F-C ASTM D1557 9.1 117.5 Min 95.0 Gravel Field Test Data Probe Wet Water Water Dry Percent Test Lift/ Mat. Depth Density Content Content Density Compaction No. Test Location Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) PIT FOUNDATION BACKFILL 1 WEST TOF-4.5 1 12 128.9 10.2 8.6 118.7 100+ 2 NORTH TOF-4.5 1 12 132.0 10.6 8.7 121.4 100+ 3 EAST TOF-4.5 1 12 133.6 12.9 10.7 120.7 100+ 4 WEST TOF-3.5 1 12 128.9 9.3 7.8 119.6 100+ 5 SOUTH TOF-2.5 1 12 132.0 10.9 9.0 121.1 100+ 6 WEST TOF-1.5 1 12 129.7 10.5 8.8 119.2 100+ 7 NORTH TOF-3.5 1 12 131.6 11.1 9.2 120.5 100+ 8 SOUTH TOF-1.5 1 12 132.9 13.3 11.1 119.6 100+ 9 EAST TOF-3.5 1 12 133.5 11.5 9.4 122.0 100+ 10 SOUTH TOF-1 1 12 130.9 9.6 7.9 121.3 100+ 11 WEST TOF-1 1 12 131.6 12.7 10.7 118.9 100+ 12 NORTH TOF-2.5 1 12 130.2 11.6 9.8 118.6 100+ 13 EAST TOF-2.5 1 12 133.5 11.4 9.3 122.1 100+ 14 SOUTH TOF-6" 1 12 132.4 10.0 8.2 122.4 100+ 15 WEST TOF-6" 1 12 129.3 9.7 8.1 119.6 100+ 16 EAST TOF-1.5 1 12 129.4 11.1 9.4 118.3 100+ 17 NORTH TOF-1.5 1 12 131.6 12.3 10.3 119.3 100+ 18 NORTH TOF-6" 1 12 131.9 10.6 8.7 121.3 100+ 19 EAST TOF-6" 1 12 131.5 10.6 8.8 120.9 100+ Datum: TOF=Top of footing S/N: 23630 Make: Troxler Model: 3440 Last Cal.Date: Comments: Test and/or retest results on this report meet project requirements as noted above. The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cxoo07,11-16-12,Rm7 Page 1 of 2 FIELD DENSITY TEST REPORT Report Number: JB181036.0004 1-1601 AIre((e7COr1 COMPANY Service Date: 04/12/18 594 Broadway Report Date: 05/09/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB181036 Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Dente Group-A Terracon Co.Rep.: A. Smead Reported To: Contractor: ELLSWORTH Report Distribution: (l)Ellsworth&Son Excavating,Inc.,Greg (1)The Great Escape Theme Park,L.P.,Danielle Reviewed By: France Smith : (l)Ellsworth&Son Excavating,Inc.,Greg 4T4I9 d0 l�@vd tmfi1 MARA f France Test Methods: ASTM D6938 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007,11-16-12,Rev.7 Page 2 of 2 CONCRETE SAMPLE PICK-UP REPORT alrerracon cm Report Number: JB 181036.0005 MIMUd Service Date: 04/12/18 594 Broadway Report Date: 04/16/18 Watervliet,NY 12189-3709 518-266-0310 Client Project Ellsworth& Son Excavating,Inc. Great Escape Pandemonium Ride Attn:Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury,NY Lake George,NY 12845 Project Number: JB 181036 Sample Type: CONCRETE Date Cast: 4/11/2018 1 set(s) of 6 samples per set were retrieved and transported to our laboratory and placed in a temperature and humidity-controlled environment for compressive strength testing. Services: Dente Group-A Terracon Co.Rep.: A.Smead Reported To: N/A Contractor: Ellsworth Report Distribution: (1)Ellsworth&Son Excavating,Inc., Greg France Reviewed By: _ Depal:tment Manager. The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0006,10-16-13,Rev.9 Page 1 of t 19 REINFORCING STEEL OBSERVATIONS REPORT .ir�«��o�eoMP.N. Report Number: JB 181036.0006 6160d Service Date: 04/16/18 594 Broadway Report Date: 04/20/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 ❑ SPREAD FOUNDATION ❑ GRADE BEAM Z FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ❑ OTHER REFERENCE DRAWINGS: S101, S501 LOCATION: FOUNDATION—PIT WALLS Z PROPER BAR SIZE Z PROPER GRADE STEEL Z PROPER BAR SPACING Z PROPER BAR CLEARANCE Z PROPER SPLICES ® CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS Z FINDINGS REPORTED TO BRAD OF ELLSWORTH The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev.10 Page I of 2 REINFORCING STEEL OBSERVATIONS REPORT -A�rC'rr3COn COMPANY Report Number: JB181036.0006 � ' Service Date: 04/16/18 594 Broadway Report Date: 04/20/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 Services: Observe the placement of reinficing steel and/or embedded elements as f@49@§l@d in pmdl mordatm wilh pfpject specifications and/or client request(s). Dente Group-A Terracon Co.Rep.: A. Smead Reported To: BRAD-ELLSWORTH Contractor: ELLSWORTH Report Distribution: (1)Ellsworth&Son Excavating,Inc., (1)The Great Escape Theme Park,L.P., Greg France Danielle Smith (1)Ellsworth&Son Excavating,Inc., Reviewed By: Greg France Department Manager. The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cT000l,10-16-13,Rev.10 Page 2 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: JB181036.0007 limad nlferracon corrraNv Service Date: 04/16/18 594 Broadway Report Date: 04/24/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/16/18 Sample Time: 0810 Sampled By: A. Smead Mix ID: 40000 Weather Conditions: LIGHT RAIN Supplier: JOINTA GALUSHA Accumulative Yards: 6 Batch Size(cy): 6 Batch Time: 0733 Plant: Placement Method: Chute Truck No.: 4904 Ticket No.: 824952 Water Added Before(gal): Field Test Data Water Added After(gal): Sample Location: Test Result Specification Placement Location: FOUNDATION-PIT WALLS Slump(in): 5 1/4 Air Content(%): 5.0 Concrete Temp.(F): 80 Ambient Temp.(F): 35 Plastic Unit Wt.(pcf): Yield(Cu.Yds.): Laboratory Test Data Specimen Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Test( No. ID (in) (sq in) Received (lbs) Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 04/18/18 8.60 04/23/18 7 60,750 4,830 5 ADI 1 B 4.00 12.57 04/18/18 8.60 05/14/18 28 1 C 4.00 12.57 04/18/18 8.60 05/14/18 28 1 D 4.00 12.57 04/18/18 8.60 05/14/18 28 1 E 04/18/18 8.60 Hold 1 F 04/18/18 8.60 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: A. Smead Reported To: BRAD-ELLSWORTH Contractor: ELLSWORTH Report Distribution: Reviewed B (I)Ellsworth&Son Excavating,Inc.,Greg (1)The Great Escape Theme Park,L.P.,Danielle y41 France Smith ;" ; (l)Ellsworth&Son Excavating,Inc.,Greg@�dllll@llta �� France Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CROOO I,11-16-12,Rev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT "$A Report Number: J131810316.0007J131810316.00071rerracon comPAHY6.0007 to Service Date: 04/16/18 594 Broadway Report Date: 05/15/18 Revision 1 -28-day results Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/16/18 Sample Time: 0810 Sampled By: A. Smead Mix ID: 40000 Weather Conditions: LIGHT RAIN Supplier: JOINTA GALUSHA Accumulative Yards: 6 Batch Size(cy): 6 Batch Time: 0733 Plant: Placement Method: Chute Truck No.: 4904 Ticket No.: 824952 Water Added Before(gal): Field Test Data Water Added After(gal): Sample Location: Test Result Specification Placement Location: FOUNDATION-PIT WALLS Slump(in): 5 1/4 Air Content(%): 5.0 Concrete Temp.(F): 80 Ambient Temp.(F): 35 Plastic Unit Wt.(pcf): Yield(Cu.Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received (lbs) Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 04/18/18 8.60 04/23/18 7 60,750 4,830 5 ADB 1 B 4.00 12.57 04/18/18 8.60 05/14/18 28 74,550 5,930 2 1 C 4.00 12.57 04/18/18 8.60 05/14/18 28 76,038 6,050 2 1 D 4.00 12.57 04/18/18 8.60 05/14/18 28 79,630 6,340 3 Average(28 days) 6,110 1 E 04/18/18 8.60 Hold 1 F 04/18/18 8.60 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strmoth, Not NOW for plastic unit weight. Samples Made By: Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: A. Smead Reported To: BRAD-ELLSWORTH Contractor: ELLSWORTH Report Distribution: (l)The Great Escape Theme Park,L.P.,Danielle (1)Ellsworth&Son Excavating,Inc.,Greg France Reviewed By: Smith Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0001,11-16-12,Rev.6 Page 1 of 1 PARTICLE SIZE DISTRIBUTION REPORT 1 Report Number: JB181036.0008 Alrerracon COMPANY Service Date: 04/16/18 594 Broadway Report Date: 04/17/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project Ellsworth& Son Excavating,Inc. Great Escape Pandemonium Ride Attn:Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury,NY Lake George,NY 12845 Project Number:JB 181036 Sample Information Laboratory Test Data Test Method: ASTM D6913 Sample Type: Bulk Method: NA Sample Location: Stockpile Atterberg Limits: LL Air-0, LL Oven-0, PL-0, PI-0 Sample Description: F-C GRAVEL and M-C-F SAND,trace silt Sample Preparation: Oven Dried USCS: Poorly-graded gravel with sand(GP) Sieving Method: Composite Sieving-Single Separation Sieve Percent Spec.' Pass Size Finer (X=Fail) Particle Size 01stributlon 3" 2" 100.0 100-100 too to 6 N 6 b� 4 0 1-1/2" 100.0 10 ti. . 1" 94.3 to , 3/4" 82.3 t0 1/2" 64.6 @o 3/8" 57.0 �� \ i 1/4" 47.9 30-65 40 a, !)o \ #4 44.4 00 #10 29.0 00 __._ ,tr- _ ®® Ilk #40 9.8 5-40 10 — a #100 4.1 ® 100 10 1 01 0:01 0,991 00 #200 2.4 0-10 gF@iR 014@ In MillifR@I@F§ % % F@v@- @R =4Z 4 1 %Fin@§ ®@F§@ I PIR@ Mftuffl J Ffg@ " NYSDOT Type 4 D =10.81 D =2.13 D10=0.43 ca! _ __ Comments: Meets gradation requirements for NYSDOT Section 304 Type 4 Services: Perform gradation analysis on sample of material returned to the office in general accordance with ASTM D6913. Dente Group-A Terracon Co.Rep.: A.Barron Reported To: N/A Contractor: Ellsworth and Sons Report Distribution: (1)Ellsworth&Son Excavating,Inc.,Greg Reviewed By: France K004110, : 13apartment Managax Test Methods: ASTM D6913 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0027,06-10-17,Rev.0 Page 1 of 1 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number: JB181036,0008A IN6000"Ik rzcm'� Service Date: 04/16/18 594 Broadway Report Date: 04/17/18 Watervliet,NY 12189-3709 518-266-0310 Client Project Ellsworth&Son Excavating,Inc. Great Escape Pandemonium Ride Attn: Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury,NY Lake George,NY 12845 Project Number:JB181036 Material Information Sample Information Source of Material: Import Sample Date: 04/05/18 Proposed Use: Sampled By: M.White Sample Location: Stockpile Sample Description: F-C GRAVEL and M-C-F SAND,trace silt Laboratory Test Data Result Specifications Test Procedure: ASTM D1557 Liquid Limit: Non-plastic Test Method: Method C Plastic Limit: Non-plastic Sample Preparation: Dry Plasticity Index: Non-plastic Rammer Type: Manual In-Place Moisture(%): Maximum Dry Unit Weight(pct): 147.4 Optimum Water Content(%): 5.0 USCS: GP Zero Ai r Vo id s Curve fo r Assumed Specific Gravity 2.75 149 148 v 147 Q 146 145 t 144 143 142 141 140 =' 139 138 137 Z+ 136 135 134 1 2 3 4 5 6 7 8 9 Water Content(%) Comments: Services: Dente Group-A Terracon Co.Rep.: A.Barron Reported To: N/A Contractor: Ellsworth and Sons Report Distribution: (1)Ellsworth&Son Excavating,Inc.,Greg France Reviewed By: --J"4'6 04*A -_- J:KohWhavid,R.L. Department Manager Test Methods: ASTM D698,ASTM D4318,ASTM D4647,ASTM D4718 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cRoo06,10-ib-i3,Rev.7 Page 1 of I LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number: J13181036.000813h, ,% Service Date: 04/16/18 594 Broadway Report Date: 04/17/18 Watervliet,NY 12189-3709 518-266-0310 Client Project Ellsworth&Son Excavating,Inc. Great Escape Pandemonium Ride Attn: Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury,NY Lake George,NY 12845 Project Number:JB 181036 Material Information Sample Information Source of Material: Import Sample Date: 04/05/18 Proposed Use: Sampled By: M.White Sample Location: Stockpile Sample Description: F-C GRAVEL and M-C-F SAND,trace silt Laboratory Test Data Result Specifications Test Procedure: ASTM D1557 Liquid Limit: Non-plastic Test Method: Method C Plastic Limit: Non-plastic Sample Preparation: Dry Plasticity Index: Non-plastic Rammer Type: Manual In-Place Moisture(%): USCS: GP Oversized Particles(%): 5.6 Zero Air Vo ids Curve fo r Assumed Specific Moisture(%): 0.5 Gravity 2.75 Sieve for Oversize Fraction: 3/4 t5' 150 v 149 a 149 Assumed Bulk Specific Gravity r 1446 of Oversized Particles: 2.7 °' 145 • 144 143 Corrected for Oversized Particles(ASTM D4718) � 142 141 Maximum Dry Unit Weight(pct): 149.0 T D 139 Optimum Water Content(%): 4.8 0 137 136 Uncorrected Values 1 2 3 4 5 6 7 e 9 Maximum Dry Unit Weight(pcf): 147.4 Water Content(%) Optimum Water Content(%): 5.0 Comments: Services: Dente Group-A Terracon Co.Rep.: A.Barron Reported To: N/A Contractor: Ellsworth and Sons Report Distribution: (1)Ellsworth&Son Excavating,Inc.,Greg France Reviewed By: Department Manager Test Methods: ASTM D698,ASTM D4318,ASTM D4647,ASTM D4718 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. caoo06,10-16-13,Rev.7 Page I of I A PARTICLE SIZE DISTRIBUTION REPORT al(erreconconnnur Report Number: J13181036.0009r Service Date: 04/16/18 594 Broadway Report Date: 04/17/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project Ellsworth&Son Excavating,Inc. Great Escape Pandemonium Ride Attn:Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury,NY Lake George,NY 12845 Project Number:JB 181036 Sample Information Laboratory Test Data Test Method: ASTM D6913 Sample Type: Bulk Method: NA Sample Location: Stockpile Atterberg Limits: LL Air-0, LL Oven-0, PL-0, PI-0 Sample Description: F-M-C SAND, Little Silt,trace f-c gravel Sample Preparation: Oven Dried USCS: Silty sand(SM) Sieving Method: Composite Sieving-Single Separation Sieve Percent Spec.` Pass Size Finer (X=Fail) Particle Size Distribution 3" rb kN �h � IIS - H 1-1/2" 100.0 ftl �,Y. �.. �,:a s.� 10 " 1" 98.5 �d ��: �r Y. a.� .�_ gH i ' 3/4" 97.7 70 1/2" 94.5 3/8" 93.8 1/4" 93.2 #4 93.0 �@ #10 90.6 1H i ; I #40 70.3 #100 48.4 #200 19.16F@lm§4 iH Milllftm ®@F§@F@v@` m giml M@Blwffl 11 FfH@ SIH@ 91-1 D 60=0.23 D 30=0.09 D = C = = FM= Comments: The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cao027,06-10-17.Bev.0 Page 1 of 2 PARTICLE SIZE DISTRIBUTION REPORT Report Number: JB181036.0009 1166d AIrC'((r7COn COMPANY Service Date: 04/16/18 594 Broadway Report Date: 04/17/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project Ellsworth& Son Excavating,Inc. Great Escape Pandemonium Ride Attn: Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury,NY Lake George,NY 12845 Project Number:JB 181036 Services: Perform gradation analysis on sample of material returned to the office in general accordance with ASTM D69 H. Dente Group-A Terracon Co.Rep.: A.Barron Reported To: N/A Contractor: Ellsworth and Sons Report Distribution: y" (1)Ellsworth&Son Excavating,Inc.,Greg Reviewed By: France Aepartment Managax Test Methods: ASTM D6913 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0027,06-10-17,R-0 Page 2 of 2 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number: 113181036.0009A 11me Service Date: 04/16/18 594 Broadway Report Date: 04/17/18 Watervliet,NY 12189-3709 518-266-0310 Client Project Ellsworth&Son Excavating,Inc. Great Escape Pandemonium Ride Attn: Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury,NY Lake George,NY 12845 Project Number:JB181036 Material Information Sample Information Source of Material: On-Site Sample Date: 04/10/18 Proposed Use: Sampled By: A. Smead Sample Location: Stockpile Sample Description: F-M-C SAND,Little Silt,trace f-c gravel Laboratory Test Data Result Specifications Test Procedure: ASTM D1557 Liquid Limit: Non-plastic Test Method: Method A Plastic Limit: Non-plastic Sample Preparation: Dry Plasticity Index: Non-plastic Rammer Type: Manual In-Place Moisture(%): Maximum Dry Unit Weight(pcf): 113.1 Optimum Water Content(%): 9.2 USCS: SM Zero Air Vo id s Curve fo r Assumed Spec fic Gravity 2.50 115 w 114 Q 113 112 o—Fs L 111 2M 110 109 108 =' 107 106 105 � 104 103 1- R t 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Water Content(%) Comments: Services: Dente Group-A Terracon Co.Rep.: A.Barron Reported To: N/A Contractor: Ellsworth and Sons Report Distribution: (1)Ellsworth&Son Excavating,Inc.,Greg France Reviewed By: J:KobAdud,RE: Department Manager Test Methods: ASTM D698,ASTM D4318,ASTM D4647,ASTM D4718 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0006,10-16-13,Rev.7 Page l of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT r e'rracon COMPANY Report Number: JB181036.0011 11mad A Ir Service Date: 04/17/18 594 Broadway Report Date: 04/24/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/17/18 Sample Time: 0815 Sampled By: A. Smead Mix ID: 40000 Weather Conditions: LIGHT RAIN Supplier: JOINTA GALUSHA Accumulative Yards: 8.5 Batch Size(cy): 8.5 Batch Time: 0730 Plant: GLENS FALLS Placement Method: Chute Truck No.: 4904 Ticket No.: 824966 Water Added Before(gal): Field Test Data Water Added After(gal): Sample Location: Test Result Specification Placement Location: CURBS NEAR ALPINE FEST Slump(in): 41/4 HAUS SIGN Air Content(%): 5.8 Concrete Temp.(F): 72 Ambient Temp.(F): 37 Plastic Unit Wt.(pcf): Yield(Cu.Yds.): Laboratory Test Data Specimen Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Test( No. ID (in) (sq in) Received (lbs) Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 04/18/18 8.55 04/24/18 7 59,880 4,770 2 ADI 1 B 4.00 12.57 04/18/18 8.60 05/15/18 28 1 C 4.00 12.57 04/18/18 8.55 05/15/18 28 1 D 4.00 12.57 04/18/18 8.60 05/15/18 28 1 E 04/18/18 8.60 Hold I F 04/18/18 8.65 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By:Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: A. Smead Reported To: ELLSWORTH REPS Contractor: ELLSWORTH Report Distribution: JJ (1)Ellsworth&Son Excavating,Inc.,Greg (1)The Great Escape Theme Park,L.P.,Danielle Reviewed By: France Smith (1)Ellsworth&Son Excavating,Inc.,Greg ® n du 3 ' France NPROlii13111 Mahilgo Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0001,11-16-12,Rev.6 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: JB181036.0011 11I.Pium A Irerraeon COMPANY Service Date: 04/17/18 594 Broadway Report Date: 05/15/18 Revision 1 -28-day results Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/17/18 Sample Time: 0815 Sampled By: A. Smead Mix ID: 40000 Weather Conditions: LIGHT RAIN Supplier: JOINTA GALUSHA Accumulative Yards: 8.5 Batch Size(cy): 8.5 Batch Time: 0730 Plant: GLENS FALLS Placement Method: Chute Truck No.: 4904 Ticket No.: 824966 Water Added Before(gal): Field Test Data Water Added After(gal): Sample Location: Test Result Specification Placement Location: CURBS NEAR ALPINE FEST Slump(in): 4 1/4 HAUS SIGN Air Content(%): 5.8 Concrete Temp.(F): 72 Ambient Temp.(F): 37 Plastic Unit Wt.(pet): Yield(Cu.Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received (lbs) Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 04/18/18 8.55 04/24/18 7 59,880 4,770 2 ADB 1 B 4.00 12.57 04/18/18 8.60 05/15/18 28 70,860 5,640 3 1 C 4.00 12.57 04/18/18 8.55 05/15/18 28 72,740 5,790 2 1 D 4.00 12.57 04/18/18 8.60 05/15/18 28 69,890 5,560 2 Average(28 days) 5,660 1 E 04/18/18 8.60 Hold 1 F 04/18/18 8.65 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified stp@n9th, Not t@gt@d for PINOW unit weight. Samples Made By: Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: A.Smead Reported To: ELLSWORTH REPS Contractor: ELLSWORTH Report Distribution: (1)The Great Escape Theme Park,L.P.,Danielle (1)Ellsworth&Son Excavating,Inc.,Greg France Reviewed By: Smith ® �0 o D@PaFtt lit l!%iallggf Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR000i,11-16-12,Rev.6 Page 1 of 1 CONCRETE SAMPLE PICK-UP REPORT qHerracon CpAN Report Number: JB181036.0012 I is Service Date: 04/17/18 594 Broadway Report Date: 04/20/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB 181036 Sample Type: CONCRETE Date Cast: 04/16/2018 1 set(s) of 6 samples per set were retrieved and transported to our laboratory and placed in a temperature and humidity-controlled environment for compressive strength testing. Services: Dente Croup-A Terracon Co.Rep.: A.Smead Reported To: N/A Contractor: Ellsworth Report Distribution: (1)Ellsworth&Son Excavating,Inc., (1)The Great Escape Theme Park,L.P., Greg France Danielle Smith (1)Ellsworth&Son Excavating,Inc., Reviewed By: ' Greg France yy,, --..— �:K®91�haudt P:E: Depaoment Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0006,10-16-13,Rev.9 Page I of I FOUNDATION OBSERVATIONS REPORT Mine lrerracan co�.vnw Report Number: JB181036.0013 Service Date: 04/17/18 594 Broadway Report Date: 04/20/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 DESCRIPTION OF SUBGRADE ❑ Pavement Subgrade ® Foundation Bearing Grade ❑ Floor Slab Subgrade ® Continuous Wall Foundation ❑ Structural Fill Subgrade ❑ Isolated Column Footing ❑ Design Pressure (psf) ® 2000 ❑ 2500 ❑ 3000 ❑ 3500 ❑ 4000 ❑ ® Location: PANDEMONIOUM OUTER WALL FOOTING BEARING GRADE METHOD OF EXCAVATION ❑ Backhoe Bucket with Teeth ❑ Bull Dozer ❑ Backhoe Bucket Curled Up ❑ By Hand ® Backhoe Bucket with Plate M Self-Propelled Vibratory Compactor FIELD OBSERVATIONS: EXCAVATED TO BEARING GRADE AND COMPACTED UNTIL FIRM AND STABLE. SOILS CONSIST OF NATIVE SAND AND GRAVEL MIX. USED A POINTED STEEL ROD TO PROBE THE BEARING GRADE IN MULTIPLE LOCATIONS. WHERE PROBED THE GRADES WERE FIRM AND STABLE UNDER HAND PRESSURE. RECOMMENDATIONS: BEARING GRADE JUDGED SUITABLE FOR SUPPORT OF THE FOUNDATION AT THE DESIGN BEARING PRESSURE. Services: Observe foundation construction activities as requested in general accor-ddp@@ with Pr-0*1 wgiNdljop§and/Of client request(s). Dente Group-A Terracon Co.Rep.: A.Smead Reported To: ELLSWORTH REPS Contractor: ELLSWORTH Report Distribution: (1)Ellsworth&Son Excavating,Inc., (1)The Great Escape Theme Park,L.P., Greg France Danielle Smith (l)Ellsworth&Son Excavating,Inc., Reviewed By: Greg France — 4P: :-- I� wAidlu Department Managex The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CTOOO I,10-16-13,Ree 10 Page 1 of I CONCRETE SAMPLE PICK-UP REPORT a,rerraconcurvne Report Number: JB 181036.0014 %,ad Service Date: 04/18/18 594 Broadway Report Date: 05/09/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 Sample Type: CONCRETE Date Cast: 04/17/2018 1 set(s) of 6 samples per set were retrieved and transported to our laboratory and placed in a temperature and humidity-controlled environment for compressive strength testing. Services: Dente Group-A Terracon Co.Rep.: A. Smead Reported To: N/A Contractor: Ellsworth Report Distribution: (1)Ellsworth&Son Excavating,Inc., (1)The Great Escape Theme Park,L.P., Greg France Danielle Smith (1)Ellsworth&Son Excavating,Inc., Reviewed By: _ Greg France -- 1:V40AAmd, :E: DepaFtment ManageF The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0006,10-16-13,Rev.9 Page 1 of I REINFORCING STEEL OBSERVATIONS REPORTnlrerracanonm— Report Number: JB 181036.0015 1 Service Date: 04/19/18 594 Broadway Report Date: 04/27/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 ❑ SPREAD FOUNDATION ❑ GRADE BEAM ❑ FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION Z OTHER Footing REFERENCE DRAWINGS2/S-501 LOCATION: Footing for Podium Outer Wall Z PROPER BAR SIZE Z PROPER GRADE STEEL Z PROPER BAR SPACING Z PROPER BAR CLEARANCE Z PROPER SPLICES Z CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS Z FINDINGS REPORTED TO: Brad The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev.10 Page 1 of 2 REINFORCING STEEL OBSERVATIONS REPORT nlrerraconcorrnwr Report Number: JB181036.0015 Mind Service Date: 04/19/18 594 Broadway Report Date: 04/27/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB 181036 Services: Observe the placement of reinficing steel and/or embedded elements as F@qu@§t@d in pliml mordam with pfpject specifications and/or client request(s). Dente Group-A Terracon Co.Rep.: A.Valvo Reported To: BRAD-ELLSWORTH Contractor: Ellsworth Report Distribution: (1)Ellsworth&Son Excavating,Inc., (1)The Great Escape Theme Park,L.P., Greg France Danielle Smith Grelsworg Franc (1)g Franc &Son Excavating,Inc., Reviewed By: --- _ �� ` Gree R(tiiala 4w- Department ManageF The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev.10 Page 2 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: JB 181036.0016 IR -Ireerrocon COMPANY Service Date: 04/19/18 594 Broadway Report Date: 05/01/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/19/18 Sample Time: 1400 Sampled By: A.Valvo Mix ID: 40008 Weather Conditions: Cloudy,Rain Supplier: Pallette Accumulative Yards: 7 Batch Size(cy): 7 Batch Time: 1335 Plant: Placement Method: Direct Discharge Truck No.: 4585 Ticket No.: 13354 Water Added Before(gal): Field Test Data Water Added After(gal): Sample Location: End of Truck Chute Test Result Specification Placement Location: Footings for podium outer wall Slump(in): 3 Air Content(%): 5.0 Concrete Temp.(F): 80 Ambient Temp.(F): 41 Plastic Unit Wt.(pcf): Yield(Cu.Yds.): Laboratory Test Data Specimen Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Test( No. ID (in) (sq in) Received (lbs) Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 04/20/18 8.65 04/26/18 7 66,640 5,300 2 1 B 4.00 12.57 04/20/18 8.55 05/17/18 28 1 C 4.00 12.57 04/20/18 8.60 05/17/18 28 1 D 4.00 12.57 04/20/18 8.60 05/17/18 28 1 E 04/20/18 8.60 Hold 1 F 04/20/18 8.60 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Min Temp: 62 Max Temp: 74 Comments: Not tested for plastic unit weight. Eat.Slabs,Hot Water Samples Made By: Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: A.Valvo Reported To: BRAD-ELLSWORTH Contractor: Ellsworth Report Distribution: (1)Ellsworth&Son Excavating,Inc.,Greg (1)The Great Escape Theme Park,L.P.,Danielle Reviewed By: France Smith OF"094KRAT ff (1)Ellsworth&Son Excavating,Inc.,Greg p #� France NpartmW mdfluff Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0001,11-16-12,Rev.6 Pagel of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: JB181036.0016 ftbad-A 1rermcon COMPANY Service Date: 04/19/18 594 Broadway Report Date: 05/22/18 Revision I -28-day results Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/19/18 Sample Time: 1400 Sampled By: A.Valvo Mix ID: 40008 Weather Conditions: Cloudy,Rain Supplier: Pallette Accumulative Yards: 7 Batch Size(cy): 7 Batch Time: 1335 Plant: Placement Method: Direct Discharge Truck No.: 4585 Ticket No.: 13354 Water Added Before(gal): Field Test Data Water Added After(gal): Sample Location: End of Truck Chute Test Result Specification Placement Location: Footings for podium outer wall Slump(in): 3 Air Content(%): 5.0 Concrete Temp.(F): 80 Ambient Temp.(F): 41 Plastic Unit Wt.(pcf): Yield(Cu.Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received (lbs) Tested (days) (Ibs) (psi) Type By 1 A 4.00 12.57 04/20/18 8.65 04/26/18 7 66,640 5,300 2 1 B 4.00 12.57 04/20/18 8.55 05/17/18 28 68,610 5,460 2 1 C 4.00 12.57 04/20/18 8.60 05/17/18 28 69,070 5,500 2 1 D 4.00 12.57 04/20/18 8.60 05/17/18 28 70,620 5,620 2 Average(28 days) 5,530 1 E 04/20/18 8.60 Hold 1 F 04/20/18 8.60 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Min Temp: 62 Max Temp: 74 Comments: Average compressive strength of 28 day cylinders complies with the specified strmoth, Not NOW for phistie Unit weight. Ext. Slabs,Hot Water Samples Made By: Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: A.Valvo Reported To: BRAD-ELLSWORTH Contractor: Ellsworth Report Distribution: (1)The Great Escape Theme Park,L.P.,Danielle (1)Ellsworth&Son Excavating,Inc.,Greg France Reviewed By: Smith 'A @� lttl��llt manapf Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000i.11-16-12.Rev.6 Page 1 of 1 CONCRETE SAMPLE PICK-UP REPORT Report Number: JB 181036.0017 MIMI alfetracon coxvagr Service Date: 04/20/18 594 Broadway Report Date: 05/09/18 Watervliet,NY 12189-3709 Client Project 518-266-0310 The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1 l72 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 Sample Type: 4x8 cylider Date Cast: 4/19/18 1 set of 6 samples per set were retrieved and transported to our laboratory and placed in a temperature and humidity-controlled environment for compressive strength testing. Services: Dente Group-A Terracon Co.Rep.: A. Valvo Reported To: N/A Contractor: Ellsworth Report Distribution: (1)Ellsworth&Son Excavating,Inc., (1)The Great Escape Theme Park,L.P., Greg France Danielle Smith (1)Ellsworth&Son Excavating,Inc., " Greg France Reviewed By: tj��_�: ®�i�11N�, Depai4ment Manager: The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0006,10-16-13,Rev.9 Page 1 of 1 REINFORCING STEEL OBSERVATIONS REPORT pirerracon coMPANY Report Number: JB181036.0018 Mag Service Date: 04/23/18 594 Broadway Report Date: 04/27/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 ❑ SPREAD FOUNDATION ❑ GRADE BEAM Z FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ❑ OTHER REFERENCE DRAWINGS: S-501 LOCATION: Foundation wall Z REQUIRED BAR SIZE Z REQUIRED GRADE STEEL Z REQUIRED BAR SPACING Z REQUIRED BAR CLEARANCE Z REQUIRED SPLICES Z CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS: Z FINDINGS REPORTED TO: Ellsworth Representative The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10.16-13,Rev.10 Page I of 2 REINFORCING STEEL OBSERVATIONS REPORT AlrL'ffaCOn COMPANY Report Number: JB 181036.0018 fthmr Service Date: 04/23/18 594 Broadway Report Date: 04/27/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 Services: Observe the placement of reinficing steel and/or embedded elements as 1@q0@§l@d in 9@n@fdl mofdillm with Project specifications and/or client request(s). Dente Group-A Terracon Co.Rep.: S.Hakime Reported To: BRAD-ELLSWORTH Contractor: Ellsworth Report Distribution: (1)Ellsworth&Son Excavating,Inc., (1)The Great Escape Theme Park,L.P., Greg France Danielle Smith (1)Ellsworth&Son Excavating,Inc., Reviewed By: Greg France aud�4P Department ManageF The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev.10 Page 2 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT A1rL�ffs7COn COMPANY Report Number: JB181036.0019 Ind Service Date: 04/23/18 594 Broadway Report Date: 05/01/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/23/18 Sample Time: Sampled By: S.Hakime Mix ID: Weather Conditions: Sunny Supplier: Accumulative Yards: 11.6 Batch Size(cy): 11.5 Batch Time: 1500 Plant: Placement Method: Chute Truck No.: Ticket No.: 825078 Water Added Before(gal): 0 Field Test Data Water Added After(gal): 0 Sample Location: Mixer Discharge Test Result Specification Placement Location: Foundation wall Slump(in): 4 Air Content(%): 5.5 Concrete Temp.(F): 76 Ambient Temp.(F): 62 Plastic Unit Wt.(pcf): Yield(Cu.Yds.): 11.5 Laboratory Test Data Specimen Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Testf No. ID (in) (sq in) Received (lbs) Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 04/24/18 8.60 04/30/18 7 57,450 4,570 2 1 B 4.00 12.57 04/24/18 8.60 05/21/18 28 1 C 4.00 12.57 04/24/18 8.55 05/21/18 28 1 D 4.00 12.57 04/24/18 8.60 05/21/18 28 1 E 04/24/18 8.65 Hold 1 F 04/24/18 8.60 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Min Temp: 48 Max Temp: 73 Comments: Not tested for plastic unit weight. 4000 PSI Concrete-Footings/Foundation walls,Concrete temper water. Samples Made By:Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: S.Hakime Reported To: BRAD-ELLSWORTH Contractor: Ellsworth Report Distribution: (1)Ellsworth&Son Excavating,Inc.,Greg (1)The Great Escape Theme Park,L.P.,Danielle Reviewed By: Az id 111MIRW 17 France Smith MAN t . (1)Ellsworth&Son Excavating,Inc.,Greg France Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cx000l,11-16-12,R-6 Page 1 of 1 CONCRETE SAMPLE PICK-UP REPORT alferracon roroner Report Number: JB 181036.0020 I'm Service Date: 04/24/18 594 Broadway Report Date: 05/09/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 Sample Type: Concrete Date Cast: 04-23-18 1 set of 6 samples per set were retrieved and transported to our laboratory and placed in a temperature and humidity-controlled environment for compressive strength testing. Services: Dente Group-A Terracon Co.Rep.: S.Hakime Reported To: N/A Contractor: Ellsworth Report Distribution: (1)Ellsworth&Son Excavating,Inc., (1)The Great Escape Theme Park,L.P., Greg France Danielle Smith (1)Ellsworth&Son Excavating,Inc., Reviewed By: Greg France fi {, t, -- Department Managex The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. BC0001,10-16-13,Rev.10 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Alrerracon COMPANY Report Number: JB181036.0021 11mal Service Date: 04/27/18 594 Broadway Report Date: 05/07/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/27/18 Sample Time: 1430 Sampled By: S.Hakime Mix ID: Weather Conditions: Rattling Supplier: Accumulative Yards: 11.5 Batch Size(cy): 11.5 Batch Time: Plant: Placement Method: Chute Truck No.: Ticket No.: 825180 Water Added Before(gal): 0 Field Test Data Water Added After(gal): 0 Sample Location: Mixer Discharge Test Result Specification Placement Location: Curb Wall Slump(in): 6 Air Content(%): 5.5 Concrete Temp.(F): 67 Ambient Temp.(F): 43 Plastic Unit Wt.(pcf): Yield(Cu.Yds.): 11.5 Laboratory Test Data Specimen Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Testt No. ID (in) (sq in) Received (lbs) Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 05/01/18 8.40 05/04/18 7 46,520 3,700 6 1 B 4.00 12.57 05/01/18 8.40 05/25/18 28 1 C 4.00 12.57 05/01/18 8.45 05/25/18 28 1 D 4.00 12.57 05/01/18 8.40 05/25/18 28 1 E 4.00 12.57 05/01/18 8.35 05/25/18 28 1 F 4.00 12.57 05/01/18 8.35 05/25/18 28 Initial Cure: Onsite Cooler Final Cure: Moist Room Comments: Not tested for plastic unit weight. 4000 psi concrete-Ftgs/Fnd Walls,Concrete tempered water Samples Made By: Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: S.Hakime Reported To: BRAD-ELLSWORTH Contractor: Ellsworth Report Distribution: L. (1)Ellsworth&Son Excavating,Inc.,Greg (1)The Great Escape Theme Park,L.P.,Danielle Reviewed By: France Smith &"— : �� t (1)Ellsworth&Son Excavating,Inc.,Greg France Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0001,11-16-12,Rev.6 Pagel of 1 f FIELD DENSITY TEST REPORT Report Number: J13181036.0022 11bli nllierraconCOMPANY Service Date: 04/30/18 594 Broadway Report Date: 05/15/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Lab Test Data Project Requirements Optimum Water Max.Lab Water Mat. Proctor Laboratory Content Density Content Compaction No. Ref.No. Classification and Description Test Method (%) (pcf) (%) (%) 1 JB181036.0026B F-M-C SAND,Little Silt and F-C ASTM D1557 9.1 117.5 Min 95.0 Gravel 2 JB181036.0026A F-M-C SAND,Little Silt and F-C ASTM D1557 10.0 114.3 Min 95.0 Gravel Field Test Data Probe Wet Water Water Dry Percent Test Lift/ Mat. Depth Density Content Content Density Compaction No. Test Location Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) BETWEEN WALLS 1 S END RET WALL TOF+B" 2 12 116.6 6.5 5.9 110.1 96.3 2 MID RET WALL TOF+B" 2 12 118.8 7.5 6.7 111.3 97.4 3 N END RET WALL TOF+B" 1 12 121.7 9.5 8.5 112.2 95.5 4 OUTER PIT WALL EAST TOW-4' 1 12 125.6 7.9 6.7 117.7 100+ 5 OUTER PIT WALL NORTH TOW-4' 1 12 121.6 9.5 8.5 112.1 95.4 INTERIOR OUTER PIT WALL 6 EAST TOF 2 8 118.6 7.7 6.9 110.9 97.0 7 NE TOF 1 8 119.4 6.8 6.0 112.6 95.8 8 NORTH TOF 2 8 117.1 6.8 6.2 110.3 96.5 BETWEEN WALLS 9 EAST TOW-3' 2 12 118.7 8.0 7.2 110.7 96.9 10 NE TOW-3' 2 12 119.7 8.6 7.7 111.1 97.2 11 N END RET WALL TOW-3' 1 12 122.2 8.0 7.0 114.2 97.2 12 OUTER PIT WALL NE TOW-3' 2 12 118.7 8.6 7.8 110.1 96.3 13 MID RET WALL TOW-3.5' 1 12 121.9 9.3 8.3 112.6 95.8 EXTERIOR OUTER PIT WALL 14 SE TOW-2' 1 12 123.7 8.6 7.5 115.1 98.0 15 NORTH TOW-3' 1 12 118.0 5.8 5.2 112.2 95.5 16 WEST TOW-5' 2 12 118.1 8.4 7.7 109.7 96.0 BETWEEIN INNER/OUTER PIT WALLS 17 EAST TOW-6" 1 12 119.0 4.5 3.9 114.5 97.4 18 SOUTH TOW-6" 1 12 119.6 4.4 3.8 115.2 98.0 19 WEST TOW-3' 1 12 128.1 10.7 9.1 117.4 99.9 20 NE TOW-2.5' 1 12 121.4 5.9 5.1 115.5 98.3 21 NW TOW-2.5' 1 12 119.7 7.0 6.2 112.7 95.9 22 WEST TOW-2.5' 1 12 121.4 7.2 6.3 114.2 97.2 23 NORTH TOW-1.5' 1 12 117.9 4.9 4.3 113.0 96.2 24 WEST TOW-1.5' 1 12 120.5 4.9 4.2 115.6 98.4 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cxoo07,11-ie-i2,Re,7 Page 1 of 2 FIELD DENSITY TEST REPORT A1refraCOrt COMPANY Report Number: JB181036.0022 Service Date: 04/30/18 594 Broadway Report Date: 05/15/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Field Test Data Probe Wet Water Water Dry Percent Test Lift/ Mat. Depth Density Content Content Density Compaction No. Test Location Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) 25 NE TOW-6" 1 12 120.8 6.0 5.2 114.8 97.7 26 NW TOW-6" 1 12 120.1 6.4 5.6 113.7 96.8 BETWEEN OUTER PIT/RETAINING WALL 27 EAST TOW-2' 2 12 121.0 9.5 8.5 111.5 97.6 28 NE TOW-2' 2 12 118.4 8.9 8.1 109.5 95.8 29 NORTH TOW-2' 2 12 117.7 7.0 6.3 110.7 96.9 Datum: S/N: 23630 Make: Troxler Model: 3440 Last Cal.Date: Comments: Test and/or retest results on this report meet project requirements as noted above. PENDING PROCTOR 2 VISITS Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Dente Group-A Terracon Co.Rep.: A.Smead Reported To: RUBEN ELLSWORTH Contractor: ELLSWORTH Report Distribution: (1)The Great Escape Theme Park,L.P.,Danielle (1)Ellsworth&Son Excavating,Inc.,Greg France Reviewed By: , Smith n�0 -10�,,U ' 0@0414mit Wild pf Test Methods: ASTM D6938 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007,11-I6-12,kev.7 Page 2 of 2 FIELD DENSITY TEST REPORT nlrerracon coManNY Report Number: JB181036.0023 11mad Service Date: 05/01/18 594 Broadway Report Date: 05/15/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Lab Test Data Project Requirements Optimum Water Max.Lab Water Mat. Proctor Laboratory Content Density Content Compaction No. Ref.No. Classification and Description Test Method (%) (pcf) (%) (%) 1 JB181036.0008A F-C GRAVEL and M-C-F SAND, ASTM D1557 5.0 147.4 Min 95.0 trace silt Field Test Data Probe Wet Water Water Dry Percent Test Lift/ Mat. Depth Density Content Content Density Compaction No. Test Location Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) SLAB SUBBASE 1 NORTH SSB 1 4 146.3 6.0 4.3 140.3 95.2 2 WEST SSB 1 4 147.2 6.6 4.7 140.6 95.4 3 SOUTH SSB 1 4 147.6 7.4 5.3 140.2 95.1 4 EAST SSB 1 4 147.7 7.4 5.3 140.3 95.2 Datum: S/N: 23630 Make: Troxler Model: 3440 Last Cal.Date: Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Dente Group-A Terracon Co.Rep.: A.Smead Reported To: ELLSWORTH REPS Contractor: ELLSWORTH _ Report Distribution: (1)The Great Escape Theme Park,L.P.,Danielle (1)Ellsworth&Son Excavating,Inc.,Greg France Reviewed By: 6 Smith "496F&*664 U92 D@Pditfll@fft malidpf Test Methods: ASTM D6938 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007,11-I6-12,Rev.7 Page 1 of 1 f REINFORCING STEEL OBSERVATIONS REPORT A 1re1'faCOf7 COMPANY Report Number: JB181036.0024 linfl- Service Date: 05/02/18 594 Broadway Report Date: 05/09/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB 181036 ❑ SPREAD FOUNDATION ❑ GRADE BEAM ❑ FOUNDATION WALL ® STRUCTURAL SLAB ❑ CLASSIFICATION ❑ OTHER REFERENCE DRAWINGS: S101, S501 LOCATION: PIT SLAB ON GRADE ® PROPER BAR SIZE © PROPER GRADE STEEL ® PROPER BAR SPACING ® PROPER BAR CLEARANCE © PROPER SPLICES ® CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS ® FINDINGS REPORTED TO GREG OF ELLSWORTH The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev.10 Page 1 of 2 REINFORCING STEEL OBSERVATIONS REPORT caaragr Report Number: JB 181036.0024 11tal alferracon Service Date: 05/02/18 594 Broadway Report Date: 05/09/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 Services: Observe the placement of reinficing steel and/or embedded elements as C@qO@§!@d ifl 9@1}gtdl m0fdam with pfpject specifications and/or client request(s). Dente Group-A Terracon Co.Rep.: A. Smead Reported To: GREG-ELLSWORTH Contractor: ELLSWORTH Report Distribution: (1)Ellsworth&Son Excavating,Inc., (1)The Great Escape Theme Park,L.P., Greg France Danielle Smith - ---- (1)Ellsworth&Son Excavating,Inc., Reviewed By: Greg France - �: Depar-tment Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001,10-16-13,Rev.10 Page 2 of 2 CONCRETE COMPRESSIVE STRENGTH TEST REPORT alrerraron coMvaHr Report Number: J13181036.0025 61bad Service Date: 05/02/18 594 Broadway Report Date: 05/09/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 05/02/18 Sample Time: 1605 Sampled By: A. Smead Mix ID: 40008 Weather Conditions: PARTLY CLOUDY Supplier: JOINTA GALUSHA Accumulative Yards: 11.5 Batch Size(cy): 11.5 Batch Time: 1522 Plant: GLENS FALLS Placement Method: Chute Truck No.: 4904 Ticket No.: 825252 Water Added Before(gal): Field Test Data Water Added After(gal): Sample Location: NORTHEAST Test Result Specification Placement Location: PIT SLAB ON GRADE Slump(in): 5 Air Content(%): 6.0 Concrete Temp.(F): 77 Ambient Temp.(F): 87 Plastic Unit Wt.(pcf): Yield(Cu.Yds.): Laboratory Test Data Specimen Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Test( No. ID (in) (sq in) Received (lbs) Tested (days) (lbs) (psi) Type By I A 4.00 12.57 05/04/18 8.50 05/09/18 7 47,450 3,780 2 1 B 4.00 12.57 05/04/18 8.45 05/30/18 28 1 C 4.00 12.57 05/04/18 8.50 05/30/18 28 1 D 4.00 12.57 05/04/18 8.50 05/30/18 28 1 E 05/04/18 8.50 Hold 1 F 05/04/18 8.55 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Min Temp: 72 Max Temp: 92 Comments: Not tested for plastic unit weight. Samples Made By: Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: A.Smead Reported To: GREG-ELLSWORTH Contractor: ELLSWORTH Report Distribution: (1)Ellsworth&Son Excavating,Inc.,Greg (I)The Great Escape Theme Park,L.P.,Danielle Reviewed By: France Smith (1)Ellsworth&Son Excavating,Inc.,Greg p �g France 1��tfl1�11 1�d0 �F Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0001,11-16-12,Rev.6 Page 1 of 1 ' PARTICLE SIZE DISTRIBUTION REPORT Report Number: JB181036.0026 Alrerracan COMPANY Service Date: 05/01/18 594 Broadway Report Date: 05/02/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB181036 Sample Information Laboratory Test Data Test Method: ASTM D6913 Sample Type: Bulk Method: NA Sample Location: On-Site Atterberg Limits: LL Air-0, LL Oven-0, PL-0, PI-0 Sample Description: F-M-C SAND, Little Silt and F-C Gravel Sample Preparation: Oven Dried USCS: Silty sand(SM) Sieving Method: Composite Sieving-Single Separation Sieve Percent Spec.` Pass Size Finer (X=Fail) Particle Size Distribution 3" 2" log fy I � 1-1/2" 100.0 goa 1" 99.5 06 3/4" 95.4 1/2" 89.8 3/8" 88.6 �� _ = :, v _ 3�� b® b® 1/4" 87.4 - - - - — - go #4 87.2 39 _z _ ®_ to #10 84.1 19w.. _._ @® #40 57.4 I 3 #100 36.8 0 log 10 1 1I ®.01 0®01®® #200 17.2 @F@iH§l@@ ifl MillifH@lm ee 0UH �@ r1fl@ WIMI MMIUM D 60=0.48 D 30=0.12 D 10= CC= = I FM= Comments: The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0027,06-10-17,R-0 Page 1 of 2 PARTICLE SIZE DISTRIBUTION REPORT Report Number: JB181036.0026 11i ba A lrerracon COMPANY Service Date: 05/01/18 594 Broadway Report Date: 05/02/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Services: Perform gradation analysis on sample of material returned to the office in general accordance with ASTM D6913. Dente Group-A Terracon Co.Rep.: A.Barron Reported To: N/A Contractor: Ellsworth& Sons Report Distribution: ¢ (1)Ellsworth&Son Excavating,Inc.,Greg (1)The Great Escape Theme Park,L.P.,Danielle Reviewed By: France Smith (1)Ellsworth&Son Excavating,Inc.,Greg [)apartmentMi anagBr. France Test Methods: ASTM D6913 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0027,06-I0-17,Rev.o Page 2 of 2 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number: JB181036.0026A Service Date: 05/01/18 594 Broadway Report Date: 05/02/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Source of Material: On-Site Sample Date: 04/18/18 Proposed Use: Sampled By: A. Smead Sample Location: Stockpile Sample Description: F-M-C SAND,Little Silt and F-C Gravel Laboratory Test Data Result Specifications Test Procedure: ASTM D1557 Liquid Limit: Non-plastic Test Method: Method B Plastic Limit: Non-plastic Sample Preparation: Dry Plasticity Index: Non-plastic Rammer Type: Manual In-Place Moisture(%): Maximum Dry Unit Weight(pct): 114.3 Optimum Water Content(%): 10.0 USCS: SM Zero Air Vo id s Curve fo r Assumed Specific Gravity 2.50 116 F 115 V 114 fl 113 ++ 112 111 •� 110 109 } 106 = 107 106 z 105 0 104 103 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Water Content(%) Comments: Services: Dente Group-A Terracon Co.Rep.: A.Barron Reported To: N/A Contractor: Ellsworth&Sons Report Distribution: (1)Ellsworth&Son Excavating,Inc.,Greg (1)The Great Escape Theme Park,L.P.,Danielle France Smith (1)Ellsworth&Son Excavating,Inc.,Greg France Reviewed By: J:R®b0auda RE: Department Manager Test Methods: ASTM D698,ASTM D4318,ASTM D4647,ASTM D4718 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. ex000b,10-16-t3,Rev.7 Page 1 of I LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number: JB 181036.0026B RMOI03' �'° Service Date: 05/01/18 594 Broadway Report Date: 05/02/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB181036 Material Information Sample Information Source of Material: On-Site Sample Date: 04/18/18 Proposed Use: Sampled By: A. Smead Sample Location: Stockpile Sample Description: F-M-C SAND,Little Silt and F-C Gravel Laboratory Test Data Result Specifications Test Procedure: ASTM D1557 Liquid Limit: Non-plastic Test Method: Method B Plastic Limit: Non-plastic Sample Preparation: Dry Plasticity Index: Non-plastic Rammer Type: Manual In-Place Moisture(%): USCS: SM Oversized Particles(%): 8.8 Zero Air Voids Curve forAssumed Specific Moisture(%): 0.5 Gravity 2.50 Sieve for Oversize Fraction: 3/8 120 119 V 118 Assumed Bulk Specific Gravity t 116 of Oversized Particles: 2.7 IL 114 113 _Corrected for Oversized Particle (ASTM D4718) 112 Maximum Dry Unit Weight(pcf): 117.5 Bio Optimum Water Content(%): 9.1 0 108 1.791 Uncorrected Values 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 Maximum Dry Unit Weight(pct): 114.3 Water Content(%) Optimum Water Content(%): 10.0 Comments: Services: Dente Group-A Terracon Co.Rep.: A.Barron Reported To: N/A Contractor: Ellsworth&Sons Report Distribution: (1)Ellsworth&Son Excavating,Inc.,Greg (1)The Great Escape Theme Park,L.P.,Danielle France Smith (1)Ellsworth&Son Excavating,Inc.,Greg France Reviewed By: _ J..KohWhoud,REI Department Manager Test Methods: ASTM D698,ASTM D4318,ASTM D4647,ASTM D4718 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR0006,10-16-13,Rm7 Page 1 of I CONCRETE SAMPLE PICK-UP REPORT Report Number: JB 181036.0027 up 1 Lhl alrerracan coMoaxr Service Date: 05/03/18 594 Broadway Report Date: 05/15/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 Sample Type: CONCRETE Date Cast: 05/02/18 1 set(s) of 6 samples per set were retrieved and transported to our laboratory and placed in a temperature and humidity-controlled environment for compressive strength testing. Services: Dente Group-A Terracon Co.Rep.: A.Smead Reported To: N/A Contractor: Ellsworth Report Distribution: (1)The Great Escape Theme Park,L.P., (1)Ellsworth&Son Excavating,Inc., Danielle Smith Greg France Reviewed By: _ DepaFtment Manager. The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0006,10-16-13,Rev.9 Page 1 of 1 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number: JB181036.0028BINI- 06 -1k"*CM0, Service Date: 05/14/18 594 Broadway Report Date: 05/15/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Source of Material: Jenkinsville Pit Sample Date: 05/01/18 Proposed Use: Sampled By: A. Smead Sample Location: Stockpile Sample Description: F-M-C SAND,Some F-C Gravel,Little Silt Laboratory Test Data Result Specifications Test Procedure: ASTM D1557 Liquid Limit: Non-plastic Test Method: Method B Plastic Limit: Non-plastic Sample Preparation: Dry Plasticity Index: Non-plastic Rammer Type: Manual In-Place Moisture(%): USCS: SM Oversized Particles(%): 12.0 Zero Air Vo ids Curve forAssumed Specific Moisture(%): 0.5 Gravity 2.60 Sieve for Oversize Fraction: 3/8 129 126 a 127 Assumed Bulk Specific Gravity 126 of Oversized Particles: 2.7 125 Corrected for Oversized Particle (ASTM D4718) r tea Maximum Dry Unit Weight(pet): 127.4 123 Optimum Water Content(%): 7.6 o 122 tet Uncorrected Values 2 3 4 5 6 7 8 9 10 11 12 13 14 Maximum Dry Unit Weight(pet): 123.3 Water Content(%) Optimum Water Content(%): 8.6 Comments: Services: Dente Group-A Terracon Co.Rep.: A.Barron Reported To: N/A Contractor: Ellsworth and Sons Report Distribution: (1)The Great Escape Theme Park,L.P.,Danielle (1)Ellsworth&Son Excavating,Inc.,Greg Smith France Reviewed By: R® 0aud3 RE Department Manager Test Methods: ASTM D698,ASTM D4318,ASTM D4647,ASTM D4718 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0006,10-16-13,Rev.7 Page 1 of l PARTICLE SIZE DISTRIBUTION REPORT Report Number: JB181036.0028 1_1 In Os nlCerraconcoM>AHY Service Date: 05/14/18 594 Broadway Report Date: 05/15/18 Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Sample Information Laboratory Test Data Test Method: ASTM D6913 Sample Type: Bulk Method: Unknown Sample Location: Jenkinsville Pit Atterberg Limits: LL Air-0, LL Oven-0, PL-0, PI-0 Sample Description: F-M-C SAND, Some F-C Gravel, Little Silt Sample Preparation: Oven Dried USCS: Silty sand with gravel(SM) Sieving Method: Composite Sieving-Single Separation Sieve Percent Spec.' Pass Size Finer (X=Fail) Particle Size Distribution ill 98.5 40to 3/4" 95.1 70 i30 1/2" 90.9 80 4® 3/8" 87.8 00 1/4" 81.6 40 00 �® #4 77.5 _ ® #10 64.3 ®® #40 45.6 19 E #100 23.4 ® 1®® 10 1 ®:1 ®:®1 9,901®® #200 12.4 @4A @i#a in Milla0fl O�fl�las v@®arse ia@ aaf3a a I M itis Hifi@� x D =1.43 D =0.20 1 D10= lcl= = FM= Comments: The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0027,06-10-17,Rev.O Page 1 of 2 .' PARTICLE SIZE DISTRIBUTION REPORT Report Number: JB 181036.0028fld Alrerracon COMPANY Service Date: 05/14/18 I Report Date: 05/15/18 594 Broadway Task: Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Attn:Danielle Smith Great Escape Pandemonium Ride 1172 Route 9 82 Round Pond Road Queensbury,NY 12804 Queensbury,NY Project Number:JB 181036 Services: Perform gradation analysis on sample of material returned to the office in general accordance with ASTM D6913. Dente Group-A Terracon Co.Rep.: A.Barron Reported To: N/A Contractor: Ellsworth and Sons Report Distribution: — (1)The Great Escape Theme Park,L.P.,Danielle (1)Ellsworth&Son Excavating,Inc.,Greg France Reviewed By: Smith l� a l3apartment Manager' Test Methods: ASTM D6913 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0027,06-10-17,Rev.0 Page 2 of 2 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number: JB181036.0028A 14 M Service Date: 05/14/18 594 Broadway Report Date: 05/15/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB181036 Material Information Sample Information Source of Material: Jenkinsville Pit Sample Date: 05/01/18 Proposed Use: Sampled By: A.Smead Sample Location: Stockpile Sample Description: F-M-C SAND,Some F-C Gravel,Little Silt Laboratory Test Data Result Specifications Test Procedure: ASTM D1557 Liquid Limit: Non-plastic Test Method: Method B Plastic Limit: Non-plastic Sample Preparation: Dry Plasticity Index: Non-plastic Rammer Type: Manual In-Place Moisture(%): Maximum Dry Unit Weight(pef): 123.3 Optimum Water Content(%): 8.6 USCS: SM Zero Air Vo id s Curve fo r Assumed Specific Gravity 2.60 125 v 124 a 123 122 121 >. 120 D 119 118 117 3 4 5 6 7 8 9 10 11 12 13 14 15 Water Content(%) Comments: Services: Dente Group-A Terracon Co.Rep.: A.Barron Reported To: Contractor: Ellsworth and Sons Report Distribution: (1)The Great Escape Theme Park,L.P.,Danielle (1)Ellsworth&Son Excavating,Inc.,Greg Smith France Reviewed By: J:Kobi@haed1 RE: Department Manager Test Methods: ASTM D698,ASTM D4318,ASTM D4647,ASTM D4718 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. caoo06,10-16-13,Rev.7 Page L of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: JB181036.0019 11bod nlrerreconcoMvnNr Service Date: 04/23/18 594 Broadway Report Date: 05/23/18 Revision 1 -28-day results Watervliet,NY 12189-3709 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number:JB 181036 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 04/23/18 Sample Time: Sampled By: S.Hakime Mix ID: Weather Conditions: Sunny Supplier: Accumulative Yards: 11.6 Batch Size(cy): 11.5 Batch Time: 1500 Plant: Placement Method: Chute Truck No.: Ticket No.: 825078 Water Added Before(gal): 0 Field Test Data Water Added After(gal): 0 Sample Location: Mixer Discharge Test Result Specification Placement Location: Foundation wall Slump(in): 4 �, r Air Content(%): 5.5 � � 1 19 Concrete Temp.(F): 76 -"' ---- { Ambient Temp.(F): 62 uA � E Plastic Unit Wt.(pcf): ! t'1fIY 2 2Q1 , Yield(Cu.Yds.): 11.5 TOWN OF QUEENSSU- BUIL DIS& f,-ODES Hy LaboratoryTest Data --Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received (lbs) Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 04/24/18 8.60 04/30/18 7 57,450 4,570 2 1 B 4.00 12.57 04/24/18 8.60 05/21/18 28 73,460 5,850 5 1 C 4.00 12.57 04/24/18 8.55 05/21/18 28 74,030 5,890 2 1 D 4.00 12.57 04/24/18 8.60 05/21/18 28 76,200 6,060 2 Average(28 days) 5,930 1 E 04/24/18 8.65 Hold 1 F 04/24/18 8.60 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Min Temp: 48 Max Temp: 73 Comments: Average compressive strength of 28 day cylinders complies with the specified strmoth, Not NOW for plash@ Nf1I) weight. 4000 PSI Concrete-Footings/Foundation walls,Concrete temper water. Samples Made By: Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: S.Hakime Reported To: BRAD-ELLSWORTH Contractor: Ellsworth Report Distribution: (1)The Great Escape Theme Park,L.P.,Danielle (1)Ellsworth&Son Excavating,Inc.,Greg France Reviewed By: Smith ® 111 ym. V Mdnag P Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0001,11-16-12,Rev.6 Pagel of 1 STRUCTURAL STEEL OBSERVATIONS REPORT Report Number: JB181036.0030 11fl©e., , Service Date: 05/22/18 594 Broadway Report Date: 05/23/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 Visited site to perform observation and testing of structural connections: Upon arrival, observed the following items: Framing Level:.................Pit Level..................................Area/Gridlines: P1..&.P2....................... --•••----------•-•---••..............................•----•-••-------•--•---•-•----•-•-•-------•••-•--------•••--•-----.............--••------------------.............--••-•--------••••••••-------•-•••••••-----------••••-•----------•••••...---------•••••............ Item# Descri tion .p ........................ ....................... -.... -Details.......................... 1 Connection Type: Embedded Plates --------------------------•....................................................................................................................................................... Status: Final connection i fillet smaw observations --------•---•-------------------------------------------•--••••••..........--- Reference Detail(s): Approved structural drawin s de.......taiI.... .3/5-501 U'r'a"I .................. ................ ........................•-----.................................---•-•••.... Discrepancies: none observed ........... -- ----••••• ----.......•• ---- .............. .......••••• •.----•••••...•.----- ---- ......-------•• ••• Notes/Exceptions: Terracon was on site to conduct. . .. . a visual observation of the welding... associated with approved detail 3 and sheet S-501 (6 locations). These welds were found to be in general compliance with the contract documents and AWS D1.1 tables 6.1 and 6.2. ........................................................•-------------------------•--............---•--.........................----.........................•----...----•••....•. Framing..Level:....... Area/Gridlines: . • • -------------------•--......---------------....----------------------.......-----••-----------......------------....... •---------......---.......................i ----......................................................................................................................................................................................................................... ....Item.#.......................Description -Details. Connection Type: .................•--:...................---------------------------•••-----------........-------------•--------.........---------....------...----....-----.....-------•..... Status: ;... Reference Detail(s): ------------------------------------------•---------•--.......---- Discrepancies: Notes/Exceptions: .......----•..........................••---------------------•-•--------.............---.....--------••-------------......-•---................-----------......----------------• Framing..Level:....... Area/Gridlines: . . . ..................•---•-•----------------.....-----------------------...--•--•------......-----------------••----...... ...........................................................................................................•••.......--------------••-•••••.........----...--•----•---••••.....---------------•------......................-----......--•-----•••••-•-• ..........!:q#....................................cription Detils ........................... ........................................................... Connection Type: ---------------------------•----------------•--•---................--•----••-•---......-----------••-----•----..:.........------------------------------...........-----.....----- Status: Reference Detail(s): Discrepancies: Notes/Exceptions: --------------------------------------------------------------------------------------------•--.....----------------------------------------......--------•-••-•••----•-.......... ...Framing Level... ...........................................................•---••.....Area..Gridlines......--------••----.................------..............-•----------......................---••-..........------------. ....................... ....................................................................................................................................................................................................................... Item# _Description Details -----------------•---................---•----......----------------------•-......---•----....-------- Connection Type: --------------•------•------------......-------•--------------.......,........-•----------------------........--:••-------------------------------••••-••••......--•-------....--- Status: ------------------------------------------------••------------.......1.....--•--...-------•..........--------•-I----••---••••••......................-----..............-•••--... The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. 12-steelCR-2016.01-08,Rev.1 Page 1 of 3 STRUCTURAL STEEL OBSERVATIONS REPORT Report Number: JB 181036.0030 11Mww"IkwC ~ Service Date: 05/22/18 594 Broadway Report Date: 05!23/18 Watervliet,NY 12189-3709 nt Project 518-266-0310 Clie The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB181036 ReferenceDetail(s): .................................................................................................................................................. ........... Discrepancies: ...........................•------------......-----..............................------------------------------------------------•--------------............--••--.........------ Notes/Exceptions: ----------------------------•------.............................----------....-----•--------•---......---------..................---.............----------.........------•-----. -----------•-------•.........................................••-------...--------•--........------.........---------------•--.......-----------•--------•....-----••-------•--- ------ra. . Level..............................................•-------•------............Area/Gridlmes: ------••---------•...............................•------•--------•----------•---------•----------•---------••--------••--------•------...... -------------------------------------------------------------------------------------------•--------•-------------------•------..............----....•. . . ................................... m# Description-----••-----------------------------------------•---------..........-----..........---------------.Details....------....................-----•--.....------------...............-------•--- . r Connection Type: -------•---------------••------.........--••-----........-------•---: ... Status: ReferenceDetail(s): .....................•--...---•------------------------------------.:..............---------•••-------••------.-••----------••---------•••---------.....------•-------.......... Discrepancies: .....------••--------•-------••......................................•-••--------••-------•-••---.......------...................--------......................................-- Notes/Exceptions: -••--------•--------•---------------------------------------------------••--------••----------•------.....---------...----------.......-----••----------•----------•---------•--- ----------------------------------------------------------------------------------------------•---------••----------...---------------------------------.....--------•--........-- ...............Frmin.9.Level: .Area/Gridlines: - - - ------------------------------------------------------------•-----------------------------------....---------•----..... ...................................................................................................................................•---------••---.........-----.......-------------------------------••-----------.... ---Item# Descri tion -� ..........-•---------------••----------••---....--••-------.......--------•------------Details................................................--------..............------..... Connection Type: --------------------------------------••-•--------...---------•--•-- ..... Status: . Reference Detail(s): .............•-------....---------...---------...---------..........:...---------••-----------••---.......-----i------•-----........----------................---..........------ --•--------------------•--------......---------.....-------•----------......------......-------••-----......-----------•---------......------------•--------.....-----------..... Discrepancies: Notes/Exceptions: ..............•-------...-----------•------------------....---.......................-----------....--------...----------....----------....--------..........-----..........----- -------------•--•------...----------.............---........---------------------------........---.................-----------••-----............----------...........-•---------- --.Framing Level:....... -Area/Gridlines: --•--------•----------- ............................................••---..................-•---------•------------------------....................------....-----------•--------------...........---.....----------...-----------•----........ ----Item# Description -Details....................................................................... :... Connection Type: -------------------------------------------------------•----------•-•---.....I......-------•-----------... :.....................••..............•.......................... . Status: Reference Detail(s): --•---------•----------------------••----.......................----i------•----------•••----...........-------:...................•--------..........------...............--•--- Discrepancies: ...................................••-----------••----------•------.....................----------•-•-----------....-------------••-------------•------------...-----------...... Notes/Exceptions: ..--------•-----------•...................................................••----------..............-•------.......................----.............---------..............--•--- ....................................•-------------------------•------.................--••------------•----------.....-----.....------------------•------------••-----------...... Items referenced above were field connections unless otherwise noted. Connections were visually observed to be in general accordance with the referenced details of the project plans and specifications unless noted in the Discrepancies section. Discrepancies, if any, are further detailed on the attached Discrepancy List. Additional Remarks: ....................................................................•----------•------- ....... ------••--------------------...................-----------••-----------......................---.......................---------.....................--....., 's.By: Frank Torre,ASNT Level II UT, CWI 05040191 i .............................................................................................••----------••----------.....---................------•------------••--------------••---------------...------------...--------------s ........................................................................................................................................................................................................................................................................j s........................................................................................................................................................................................................................................................................� The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. J2-Stee1CR-2016-01-08,Rev.1 Page 2 of 3 STRUCTURAL STEEL OBSERVATIONS REPORT e,rerraca,earwu�. Report Number: JB181036.0030 add©� Service Date: 05/22/18 594 Broadway Report Date: 05/23/18 Watervliet,NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park,L.P. Great Escape Pandemonium Ride Attn:Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury,NY Queensbury,NY 12804 Project Number: JB 181036 ........................ ........................................ j ..............................................................................................................................................................................................................................•-----....................................i Services: Observe structural steel activities as requested in general accordance with pN@@l§p@@ifi@ttf(®I1§tt11dl®I @ii@f11 p@gpest(s). Dente Group-A Terracon Co.Rep.: F.Torre,CWI Reported To: ELLSWORTH REPS Contractor: Rozelle Industries Report Distribution: (1)The Great Escape Theme Park,L.P., (1)Ellsworth&Son Excavating,Inc., Danielle Smith Greg France r Reviewed By: _ _— 1:ROW dud, k Depa#„ent Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. J2-Stee1CR-2016-01-08,Rev.I Page 3 of 3 i... Photo No. 1 New ride Photo No.2 Completed&Painted weld Photo No. 3 Measuring of Welds Photo No. The Great Escape Theme Park,L.P. Project Number:J6181036 --%con Attn:Danielle Smith Report Number: JB181036.0030 rerrci 1172 Route 9 Technician: F.Torre,CVA 594 Broadway Queensbury,NY 12804 Date: 05/22/18 Watervliet,NY 12189-3709 Scale: Not to Scale 518-266-0310 A lrerra=COMPANY S. May 23, 2018 'NE �-�J�._� y Ms. Danielle Smith The Great Escape Theme Park, L.P. r 1172 Route 9 '1 Queensbury, NY 12804 �b CIO Re; Final Statement of Special Inspections Pandemonium Ride Construction and Installation Project E C E 0 W E Six Flags Great Escape Theme Park Queensbury, NY MAY 2 � 2018 Our File No, J8181036 TOWN OF OIJEEHNSBUIRR� Me, Smith, 6 r Ul!�nING& r t Copies of the Individual reports for our Inspection of the referenced project's foundation bearing grades, soil backfill, structural concrete and reinforcing steel, structural steel and associated laboratory testing reports for concrete and soils which we prepared during the course of construction and forwarded under separate cover are considered a part of this Final Statement of Special Inspections, These individual reports ore a part of this final report and on this basis, I state that to the beet of my knowledge, information and belief that the Special Inspections scheduled with our office for this project have been performed and any discovered discr@ponoi@s were resolved, Should qu@stions aria@ or if we may b@ of any other service, pl@as@ contact us at your @onv@ni@no@.. Yours truly, T@rracon Consultants=NY, Inc, dba ®@nt@ Group, A T@rraoan Company f�at 0-14V�q Josoph Robichaud Jr.., RE: Attaohm@nts° Gas@ Forms D@n1@ @F@w ,�A T@FF@@@A 9w @R 694��®�� W*F�li@l. NY 1?10@ Final Report of Special Inspections Project: Pandemonium Ride Construction and Installation Project Location: Six Flags Great Escape Theme Park ' r, Owner: Six Flags Great Escape ji�i owner's Address: 1172 State Route 9 Queensbury, NY 12804 ' ( MAY 2 4 2018 r 0 W OIr Qi_;E NSP,11 J R Y Engineer of Record: C.T. Male Associates SU1L !)i N r EF, To the beet of my Information, knowledge and belief, the Special Inspections for this project, which were scheduled with our office, have been performed and all discovered discrepancies have been reported and resolved other then the following: Comments: The attached correspondence and inspection reports forwarded under separate cover form a part of this Final Report of Special Inspections, (Attach continuation sheets if required to complete the description of corrections.) Int@rim reports subrnitt@d prior to this final report form a basil for and are to be conlid@r@d an integral part of this final report: R@@p@ctfully @ubmitt@d, Special In@pector Jowh Roblohaud k, KE { Ipn@ NF@ @ @ Licensed Professional Seal 099 F&M • fin@l R@p@q @f§0@@i@I Mp@@ti®n@ • 0@09 NO Final Report of Special Inspections Agent's Final Report Project. Pandemonium Ride Construction and Installation Project Six Flags Great Escape Theme Park c Vc Queensbury, NY 12804 MAY 2 4 201h Agent: Special Inspector and Testing Agency I*� .J Special Inspector. Joseph Robichaud, Jr., P.E. TO VVIN 0 F.QUET=NSS��RY Terracon Consultants-NY, Inc. d.b.a. Dente Group B U!L #1 I NG Px r; C.T. MALE ASSOCIATES Engineering,Surveying, Architecture, Landscape Architecture&Geology, D.P.C. r„tR5.� 50 Century Hill Drive, Latham, NY 12110 ��• 518.786.7400 FAX 518.786.7299 www.ctmale.com (V1 May 23,2018 EEE E Bruce Frank,Code Compliance Officer Town of Queensbury Zoning Department 742 Bay Road 2 4 2018 Queensbury,New York 12804FQUEE SBUKY Re: Pandemonium Ride/Six Flags Great Escapefl��& Inspection Verification ` C.T.Male Project No: 17.7729 Dear Mr. Frank: Per our discussion, C.T. Male Associates Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. (C.T. Male Associates) has conducted multiple construction inspections at the Pandemonium Ride site at Six Flags Great Escape. These inspections included Site,Structural,and Electrical inspections. We are verifying that the construction has been substantially completed in accordance with the approved plans and ready for your final inspection, which we have scheduled for 11:00 am on Thursday May 24.2018. One site modification was made due to a found condition. Attached is a plan representing the design modification. This change was necessitated due to actual field conditions, which were under snow at the time of the field survey. The resulting change maintained accessibility standards, and increased the green, permeable area. We believe these changes meet the intent of the approved plans. Should you have any questions,please call me at 518-786-7658 (direct line). As we discussed yesterday,the planned opening of the ride is this Friday,May 25,2018. Respectfully submitted, C.T.MALE ASSOCIATES Engineering,Surveying,Architecture,Landscape Architecture&Geology,D.P.C. Francis G. Palumbo, RLA Project Manager/Senior Landscape Architect enclosure: "Layout Modification for Screaming Eagles Exit Path" c: Danielle Smith,Six Flags Great Escape Resort Craig Brown,Town of Queensbury Zoning Administrator Civil Engineering • Environmental Services • Survey Services • Land Services •Architecture Energy&Building Systems Services • Electrical Engineering SITE PLAN NOTES: 1. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS,RULES,AND REGULATIONS,INCLUDING BUT NOT LIMITED TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACI \ (SEQR),AND FRESHWATER WETLANDS PERMIT REGULATIONS. REPLACE GREEN AREA w 2. THE OWNER AND CONTRACTORSHALL COMPLY WITH APPLICABLE FEDERAL,STATE AND LOCAL LAWS, [WITH PERMEABLE PAVERS S,RULES AND REGULATIONS //�/ ^y INCLUDING,BUT NOT LIMITED TO,THE FOLLOWING:NYS FIRE CODE, w NYS BUILDING CODE,NATIONAL ELECTRIC CODE,AND WORKER HEALTH AND SAFETY LAWS AND REGULATIONS.CONTRACTOR SHALL COMPLY WITH THE CONDITIONS OF ALL APPLICABLE PERMITS. �d _ ✓ 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY AND SAFELY MAINTAINING CONSTRUCTION ACTIVITY WITHIN THE LIMITS OF THE &I){101 -------------;.__ /PROPOSED CONSTRUCTION SIZE. - CONCRETE _-._^- -' __.....____.._.._...____.....__.__....____....____.. __ CURBING 4. NO WORK,STORAGE,OR TRESPASS IS ALLOWED BEYOND THE SITE a '- . PROPERTY LINES OR PUBLIC RIGHTS-OF-WAY. -_.___ \ r S. THE CONTRACTOR SHALL RESTORE EXISTING FEATURES(I.E.,LAWNS, DRIVEWAYS,CULVERTS,SIGNS,ETC.)THAT HAVE BEEN DISTURBED \\ \� DURING CONSTRUCTION TO A CONDITION AT LEAST AS GOOD AS _- THEY WERE PRIOR TO SAID DISTURBANCE.FEATURES SHALL EITHER BE PROTECTED OR REMOVED AND REPLACED IN-KIND AS THEY WERE PRIOR TO THEIR REMOVAL,AS DETERMINED BY THE ENGINEER.ANY DAMAGED FEATURES SHALL BE REPLACED IN-KIND AT THE CONTRACTOR'S EXPENSE. _ \ -- ----- ADDITIONAL \ SPACING FOR TABLE AND SEATING _ BEGIN 1'WIDE \ .-...... CONCRETE CURB, FENCE CENTERED LINIAM REMOVE CONCRETE ABOVE " \\ CURBING �� I � PROPOSED 4'HEIGHT / "SCREAMING EAGLES" FENCING TYPE TO BE EXIT PATH APPROVED BY OWNER --- .-- ---- -__._-_---" RAgB END POST i _ PROPOSED GREEN AREA 4 j 203 RIDE MECHANICS PIT-- y " NEW RIDE ENTRY O , ------ 4� Jj`• '+ LOCATION LACE EXISTING �� p2� - ., - - ///`END 1'WIDE \ i TOP PANEL OF 2` ' - / CONCRETE CURB - CONCRETE RAMP �p4' ., 040,66• 014.83' 0481 .66' luot @ MINIMUM 5 FOOT LENGTH 4; t . _ _ °♦ ° \ °FFINIT' TOP OF RAMP RESTING • - ' f AREA,MAX 2%SLOPE OPERATOR ' \ EDGE OF CDRID E¢E. .BOOT{1 6•x6' RAIN s FLOOR AND RIDE ACCESS, ' EXTENT OF„ GARDEN RIDE PATH ' - _.___.__-.___ RELOCATED \ 1'NWQN € ANON BO TELEPHONE, X Himi » \ i PROPOSED s GREEN AREA ' 45BIMLT \\\\\\\\\\\\\\_ i EXIT GATE - - -___- EDGE OF APSHALT _ RIDE L- i__________________________ - BARRIER FENCE WITH 4'WIDE SIGN CONCRETE WALL BELOW 18'HIGH LANDSCAPE !f APPROXIMATE LOCATION BOARDER FENCE TO MATCH ,NM�NH WgDER/PEDESTRIAN OF CONCRETE PAD EXISTING IN AREA a CCESS WAV s _ PROPOSED PLANTER ENTRANCE TO NEW A9wMLT .,�„ "PANDEMONIUM'RIDE A"wo REPLACE AREA WITH PERMEABLE PAVERS CONCRETE P ®91RL RTTARNMBwi+� l`\ .�. .��. .�. ..��. .��. I REMOVE / UP LIGHT POLE TVP. ��.��.� CURBING \\ \\\\\\\ \\\\\\\\\\\ TO BE MI+TINiNN M'wi NNAM'R 741NNNN RELOCATED o RELOCATED BUILDING dtl o cneod d Joao,hobo a @ o @ @ @,s@ ,4 0 $ FLAG „,us0JCC03 � A°oObdb Ob000b@ ob@4 d,a bc.obr GAOO,n RELOCATED GAMEROO M @IRwPOLEN IN 4T~vM4 CONTRACT UooopwT oDodobbo@ d OOUOC gR049lN58lENMx9 i; W Qddnd..OU Q o0 UO�da Od UAOZ0gO s �I 0 0 v O 00 00 UO aoo o^ @ d on PICNIC TABLE TO /o o @,� BE SUPPLIED BY f OWNER i weu ADDITIONAL SPACING FOR N1 TABLE AND SEATING FRANCIS G.PALUMBO DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. "ainxauzeoluteanox oa R.L.A NO.001226 n.A LAYOUT MODIFICATION ® `_IZZ”". FOR SCREAMING EAGLES EXIT PATH 0 2018 s ® CT.—ASs .s GREAT ESCAPE THEME PARK,LLC ® DESIGNED:FGP "PANDEMONIUM"ATTRACTION ® DRAFTED:ARW QUEENSBURY WARREN COUNTY,NEW YORK ® CHECKED:FGP C.T. MALE ASSOCIATEScl 00 PRO].NO:17.7729 wRPL.."LRo,e°.w,M,A1ehN.Rlun i Lri4.caN A-bh— -aP.e. L�J�US�[�'. SHEET 1 S DATESCALE:MAY 16,2018 CflITURY HILL DRiFA 1A8.786 NV 12110 LSI '�® DWG.NO: 18-0109 1 518.)Y HILL 0•FAX 51 HAM,NY 1 0l 4 ! 1 1 April 3,2018 APR 0 4 2018 TOWNIUEENSB UIU LDI G&COD SRY Statement of Special Inspections Pandemonium Ride Construction ® and Installation Project v Six Flags Great Escape Theme Park Queensbury, New York Prepared for: SIX FLAGS GREAT ESCAPE THEME PARK 1172 State Route 9 Queensbury, NY 12804 FILE COPY TOWN OF QUEENSBURY BUILDING DEPARTMENT Prepared by: Based on our limited examination,compliance with our comments shat{ not be construed as indicating the plans and sRecifications are in C.T. MALE ASSOCIATES full compliance with the building Codes of New York State. 50 Century Hill Drive Latham, New York 12110 (518) 786-7400 TOWN OF QUE FAX (518) 786-7299 BUILDING & C.T. Male Associates Project No: 17.7729 Reviewed By Date: Unauthorized alteration or addition to this document is a violation of the New York ©Copyright 2018 State Education Law. C.T.MALE ASSOCIATES ENGINEERING,SURVEYING,ARCHITECTURE&LANDSCAPE ARCHITECTURE,D.P.C. C.T. MALE ASSOCIATES Statement of Special Inspections Project: Pandemonium Ride Construction and Installation Project Location: Six Flags Great Escape Theme Park Owner: Six Flags Great Escape Owner's Address: 1172 State Route 9, Queensbury,NY 12804 Engineer of Record: C.T.Male Associates This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection requirements of the Building Code of New York State. The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the Building Official and the Engineers of Record. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected,the discrepancies shall be brought to the attention of the Building Official and Engineers of Record. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official, Owner, Architect of Record, and Engineer(s) of Record. A Final Report of Special Inspections documenting completion of all required Special Inspections and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: Weekly or❑per attached schedule. Prepared by: 0� NEW Christopher M.Shaver,P.E. E A M 9� (type or print name) J z 4/3/2018 .o 07�ONP�,4' . - e IrSS� Signatur Date Des , 1111 Soul O er's Authorization: Building Official's Acceptance: Signature Date Signature Date C.T. MALE ASSOCIATES Notes for the Statement of Special Inspections 1. The Owner shall employ the services of a Special Inspector,who shall be responsible for overall coordination and implementation of the Special Inspection program,in accordance with the Building Code of New York State(Title 19 NYCRR). The Special Inspector shall have the ability to perform all required tests and inspections,or shall engage the services of approved agencies for conducting tests or inspections as required. The costs associated with the Special Inspector shall be the responsibility of the Owner. Approved agencies are as defined in Chapter 17 of the Building Code of New York State. 2. The Special Inspector shall be approved by the Engineers of Record and the Code Enforcement Official,and shall be a professional engineer licensed in New York State. Other individuals who are not professional engineers may perform tests and inspections provided that they are under the direct supervision of a professional engineer licensed in New York State. 3. The Special Inspector shall keep records of all inspections and tests and shall furnish reports to the Code Enforcement Official and Engineers of Record. Discovered discrepancies shall be brought to the immediate attention of the Contractor for Correction. If such discrepancies are not corrected,the discrepancies shall be brought to the immediate attention of the Code Enforcement Official and the Engineers of Record. The Special Inspection Program does not relieve the Contractor of his or her responsibilities. 4. Interim reports shall be submitted to the Code Enforcement Official and Engineers of Record. 5. A Final Report of Special Inspections documenting completion of all required Special Inspections and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Occupancy,using the attached form. 6. The Contractor shall fully cooperate with the Special Inspector and Testing Agencies,and shall give written notification before the start of the impending task that requires Special Inspection. This written notification must be received by the Special Inspector a minimum of 48 hours before the start of the task by the Contractor. The Contractor shall provide safe access for the Special Inspector and Approved Agencies to the required work area,and shall provide any incidental work required to perform the required tests or inspections. The Contractor shall always make available a full set of the complete contract documents to the Special Inspector or Approved Agencies. 7. The Special Inspection program does not relieve the Contractor in any way of the responsibility to strictly conform to all requirements of the Contract Documents,or to implement a quality control program. 8. Discrepancies that have not been corrected,that require additional time or design by a Registered Design Professional in Responsible Charge,shall be at the expense of the Contractor. C.T. MALE ASSOCIATES Quality Assurance Plan Quality Assurance for Seismic Resistance Seismic Design Category B Quality Assurance Plan Required(Y/N) N Description of seismic force resisting system and designated seismic systems: N/A Quality Assurance for Wind Requirements Basic Wind Speed (3 second gust) 115 niph Wind Exposure Category B Quality Assurance Plan Required(Y/N) N Description of wind force resisting system and designated wind resisting components: N/A C.T. MALE ASSOCIATES Schedule of Special Inspection Services The following sheets comprise the required schedule of special inspections for this project. The construction divisions which require special inspections for this project are as follows: ® Soils and Foundations ❑ Spray Fire Resistant Material ® Cast-in-Place Concrete ❑ Wood Construction ❑ Precast Concrete ❑ Exterior Insulation and Finish System ❑ Masonry ❑ Mechanical&Electrical Systems ® Structural Steel ❑ Architectural Systems ❑ Cold-Formed Steel Framing ❑ Special Cases ❑ Smoke Control Systems Inspection Agents Firm Address 1. Special Inspector Atlantic Testing Labs 22 Corporate Drive Clifton Park,NY 12065 2. Special Inspector QCQA Labs,Inc. 877 Route 4 South Schuylerville,NY 12871 Notes: 1. The inspection and testing agent shall be engaged by the Owner, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official,prior to commencing work. 2. It is intended that the Special Inspection Firm be able to perform all required tests and inspections. The additional Inspectors may be retained by the Special Inspector as required. 3. The intent of the chart above is to provide a list of agencies qualified to perform the required Special Inspections. The Owner shall select and procure the services of the Special Inspector. C.T. MALE ASSOCIATES Qualifications of Inspectors and Testing Technicians The qualifications of all personnel performing Special Inspection activities are subject to the approval of the Building Official.The credentials of all Inspectors and testing technicians shall be provided if requested. It is recommended that the person administering the Special Inspections program be a Structural Engineer or a Professional Engineer experienced in the design of buildings. Key for Minimum Qualifications of Inspection Agents: When the Structural Engineer of Record deems it appropriate that the individual performing a stipulated test or inspection have a specific certification or license as indicated below, such designation shall appear below the Agent Number on the Schedule of Special Inspections. SE Structural Engineer - a licensed SE or PE specializing in the design of building structures. This may be required for the inspection of critical structural elements. GE Geotechnical Engineer-a licensed PE specializing in soil mechanics and foundations. This may be required for the inspection of difficult soil conditions or deep foundations. EIT Engineer-In-Training-a graduate engineer who has passed the Fundamentals of Engineering examination.This may be required for the inspection of elements that require some engineering training to properly evaluate. ACI American Concrete Institute-Level I Certified Concrete Field Testing Technician.This certification is appropriate for individuals performing concrete sampling,slump tests,air-content tests,temperature tests,unit weight tests,and casting compression test cylinders. AWS American Welding Society-Certified Welding Inspector(CWI).This certification is appropriate for individuals performing visual inspection of welds. ASNT American Society of Non-Destructive Testing-Level II or III.This certification is appropriate for individuals performing ultra-sonic testing of welds. SMSI Structural Masonry Special Inspector-certification by ICBG. SWSI Structural Steel and Welding Special Inspector-certification by ICBO. SFSI Spray-Applied Fireproofing Special Inspector-certification by ICBO. ST Soils Technician-certification by National Institute for Certification in Engineering Technologies (NICET). PCSI Prestressed Concrete Special Inspector-certification jointly sponsored by ICBG,BOCA and SBCCI with participation form PCI and PTI. RCSI Reinforced Concrete Special Inspector-certification jointly sponsored by ACI,ICBO,BOCA and SBCCI. C.T. MALE ASSOCIATES Soils and Foundations Verification and Inspection Agent/ Cont. Periodic Referenced Standard BC-NYS Qualif. Reference 1. Verify that materials below footings are - 1705.6 adequate to achieve the design bearing ETT X -capacity. 2. Verify that excavations are extended to - 1705.6 the proper depth and have reached proper ETT X material. 3. Perform classification and testing of ST X - 1705.6 compacted fill material. 4. Verify use of proper materials, ST X - 1705.6 densities,and lift thicknesses during placement and compaction of compacted fill material. 5. Prior to placement of compacted fill, ETT X - 1705.6 observe subgrade and verify that site has been properly prepared. Cast-in-Place Concrete Verification and Inspection Agent/ Cont. Periodic Referenced Standard BC-NYS Qualif. Reference 1. Inspection of reinforcing steel and ACI ACI 318:Ch.20, 1705.3 placement. X 25.2,25.3,26.6.1- 26.6.3 2. Inspect anchors cast in concrete, ACI X ACI 318:17.8.2 1705.3 -including embedded plates. 3. Inspect anchors post-installed in ACI 1705.3 hardened concrete members. a.Adhesive anchors installed in horizontally or upwardly inclined X ACI 318:17.8.2.4 orientations to resist sustained tension loads. b.Mechanical anchors and adhesive X ACI 318:17.8.2 anchors not defined in 3.a. 4. Verifying use of required design mix. ACI X ACI 318:Ch.19, 1705.3 26.4.3,26.4.4 5.Prior to concrete placement,fabricate ACI X ASTM C172 1705.3 specimens for strength tests,perform ASTM C31 slump and air content tests,and ACI 318:26.4.26.12 determine the temperature of the concrete. 6. Inspection of concrete for proper ACI X ACI 318:26.5 1705.3 -application techniques. 7. Verify maintenance of specified curing ACI X ACI 318:26.5.3- 1705.3 -temperature and techniques. 26.5.5 8. Inspect formwork for shape,location, ACI X ACI 318:26.11.1.2(b) 1705.3 and dimensions of the concrete member -being formed. C.T. MALE ASSOCIATES Structural Steel Verification and Inspection Agent/ Cont. Periodic Referenced Standard BC-NYS Qualif. Reference 1. Inspect all field welds in accordance AWS X AISC 360 Chapter N 1705.2 with Chapter N,Quality Control and Quality Assurance,of AISC 360, including but not limited to welding of ride bases to embedded plates. C.T. MALE ASSOCIATES Final Report of Special Inspections Project: Pandemonium Ride Construction and Installation Project Location: Six Flags Great Escape Theme Park Owner: Six Flags Great Escape Owner's Address: 1172 State Route 9, Queensbury,NY 12804 Engineer of Record: C.T.Male Associates To the best of my information, knowledge and belief, the Special Inspections required for this project, and itemized in the Statement of Special Inspections submitted for permit,have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: (Attach continuation sheets if required to complete the description of corrections.) Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, Special Inspector (Type or print name) Signature Date Licensed Professional Seal C.T. t,AALE ASSOCIATES OF - .S - - .,(l Century Hill drEv.. / ,11� Latham, NY 12110 , - ___oar: �0NEW c yo I CO * A �' CC �. AdPEW�aP Submitted for Town of C _ Queensbury Review t 1 I � � 1 j[ r • i t t i i f I i � �I a�i � �`d 't G. (.. tT�. � �.,.,`r`�... `✓� �...^w1 .:ti...,_,f � �� hA �1 ... .. tff C.T. MALE ASSOCIATES s*ee/NO. -� cx _ 50 Century Hill Drive CALCULATED B): cATc . Latham, NY 12110 [nt-cvT-oo): curF. scxLs r\ K`o C.T. MALE ASSOCIATES co 50 Century Hill Drive cAuc[L\7sonr --_f�L�� oxTs ------- . LothOnl' NY 12110 cuccxss/or: oN/p. scxcs ___ REINFORCING STEEL OBSERVATIONS REPORT Report Number:JB181036.0001 Service Date:04/11/18 594 Broadway Report Date:04/16/18 Watervliet, NY 12189-3709 518-266-0310 Client Project Ellsworth & Son Excavating, Inc.Great Escape Pandemonium Ride Attn: Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury, NY Lake George, NY 12845 Project Number: JB181036 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 1 of 2 ☒ SPREAD FOUNDATION ☐ GRADE BEAM ☐ FOUNDATION WALL ☐ STRUCTURAL SLAB ☐ CLASSIFICATION ☐ OTHER REFERENCE DRAWINGS: S101, S501 LOCATION: FOUNDATION - PIT ☒ PROPER BAR SIZE ☒ PROPER GRADE STEEL ☒ PROPER BAR SPACING ☒ PROPER BAR CLEARANCE ☒ PROPER SPLICES ☒ CONFORMS TO DRAWING ☐ DOES NOT CONFORM ☐ REMARKS ☒ FINDINGS REPORTED TO BRAD OF ELLSWORTH REINFORCING STEEL OBSERVATIONS REPORT Report Number:JB181036.0001 Service Date:04/11/18 594 Broadway Report Date:04/16/18 Watervliet, NY 12189-3709 518-266-0310 Client Project Ellsworth & Son Excavating, Inc.Great Escape Pandemonium Ride Attn: Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury, NY Lake George, NY 12845 Project Number: JB181036 Services: Observe the placement of reinficing steel and/or embedded elements as requested in general accordance with project specifications and/or client request(s). Dente Group - A Terracon Co. Rep.: A. Smead Reported To:BRAD - ELLSWORTH Contractor:ELLSWORTH Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:____________________________________ J. Robichaud, P.E. Department Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 2 of 2 Report Number: Service Date: Report Date: Task: Client Queensbury, NY 82 Round Pond Road Great Escape Pandemonium RideThe Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 518-266-0310 Watervliet, NY 12189-3709 594 Broadway JB181036.0002 04/11/18 04/20/18 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: JB181036 Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 40000 JOINTA GALUSHA Material Information 0740 4904 Plant: Ticket No.: GLENS FALLS 824880 Field Test Data Test Air Content (%): Result Specification 2 3/4 5.5 70 35 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:04/11/18 0810 A. Smead SUN 10 10 Sample Location: Placement Method:Chute Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): FOUNDATION - PITPlacement Location: Laboratory Test Data Set Avg Diam.Area Weight DateDate Specimen Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(lbs)(psi) Tested By 1 A 4.00 12.57 04/12/18 8.60 04/18/18 7 59,640 3 4,750 1 B 4.00 12.57 04/12/18 8.60 05/09/18 28 1 C 4.00 12.57 04/12/18 8.65 05/09/18 28 1 D 4.00 12.57 04/12/18 8.60 05/09/18 28 1 E 04/12/18 8.60 Hold 1 F 04/12/18 8.60 Hold Initial Cure:Final Cure:Covered with Blanket Moist Room Comments:Not tested for plastic unit weight. Samples Made By: Dente Group - A Terracon Co. Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services: Reported To: Contractor: Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France J. Robichaud, P.E. Department Manager ELLSWORTH ELLSWORTH REPS Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Dente Group - A Terracon Co. Rep.: A. Smead The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Queensbury, NY 82 Round Pond Road Great Escape Pandemonium RideThe Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 518-266-0310 Watervliet, NY 12189-3709 594 Broadway JB181036.0002 04/11/18 05/09/18 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: JB181036 Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 40000 JOINTA GALUSHA Material Information 0740 4904 Plant: Ticket No.: GLENS FALLS 824880 Field Test Data Test Air Content (%): Result Specification 2 3/4 5.5 70 35 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:04/11/18 0810 A. Smead SUN 10 10 Sample Location: Placement Method:Chute Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): FOUNDATION - PITPlacement Location: Laboratory Test Data Set Avg Diam.Area Weight DateDate Specimen Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(lbs)(psi) Tested By 1 A 4.00 12.57 04/12/18 8.60 04/18/18 7 59,640 3 4,750 1 B 4.00 12.57 04/12/18 8.60 05/09/18 28 67,930 2 5,410 1 C 4.00 12.57 04/12/18 8.65 05/09/18 28 71,430 5 5,680 1 D 4.00 12.57 04/12/18 8.60 05/09/18 28 69,020 2 5,490 Average (28 days) 5,530 1 E 04/12/18 8.60 Hold 1 F 04/12/18 8.60 Hold Initial Cure:Final Cure:Covered with Blanket Moist Room Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Dente Group - A Terracon Co. Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services: Reported To: Contractor: Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France J. Robichaud, P.E. Department Manager ELLSWORTH ELLSWORTH REPS Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Dente Group - A Terracon Co. Rep.: A. Smead The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 SOIL SAMPLE PICK-UP REPORT Report Number:JB181036.0003 Service Date:04/11/18 594 Broadway Report Date:04/16/18 Watervliet, NY 12189-3709 518-266-0310 Client Project Ellsworth & Son Excavating, Inc.Great Escape Pandemonium Ride Attn: Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury, NY Lake George, NY 12845 Project Number: JB181036 Services: Dente Group - A Terracon Co. Rep.: A. Smead Reported To:N/A Contractor:ELLSWORTH Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:____________________________________ J. Robichaud, P.E. Department Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0015, 10-16-13, Rev.9 Page 1 of 1 Services Requested By: GREG OF ELLSWORTH Material Type: STRUCTURAL FILL - SAND Material Source: ON-SITE Location Sample Collected: The soil sample collected was transported to our office for laboratory testing. Testing Requested: SIEVE, MODIFIED PROCTOR FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: JB181036.0004 04/12/18 05/09/18 594 Broadway Watervliet, NY 12189-3709 518-266-0310 Client The Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 Great Escape Pandemonium Ride 82 Round Pond Road Queensbury, NY Project Project Number: JB181036 Lab Test Data (%) Compaction Project Requirements (%) Content Water No. Mat. Material Information Density Max. Lab (%) Content Water Optimum Ref. No. Proctor Laboratory Classification and Description (pcf)Test Method Min 95.01117.59.1JB181036.0026B F-M-C SAND, Little Silt and F-C Gravel ASTM D1557 Field Test Data No.Test Location Elev.No. Test Lift /Mat.Depth Density Probe Wet Content Water (%) Content Water Density Dry (%) Percent Compaction (in)(pcf)(pcf)(pcf) PIT FOUNDATION BACKFILL 1 WEST TOF-4.5 1 12 128.9 10.2 8.6 118.7 100+ 2 NORTH TOF-4.5 1 12 132.0 10.6 8.7 121.4 100+ 3 EAST TOF-4.5 1 12 133.6 12.9 10.7 120.7 100+ 4 WEST TOF-3.5 1 12 128.9 9.3 7.8 119.6 100+ 5 SOUTH TOF-2.5 1 12 132.0 10.9 9.0 121.1 100+ 6 WEST TOF-1.5 1 12 129.7 10.5 8.8 119.2 100+ 7 NORTH TOF-3.5 1 12 131.6 11.1 9.2 120.5 100+ 8 SOUTH TOF-1.5 1 12 132.9 13.3 11.1 119.6 100+ 9 EAST TOF-3.5 1 12 133.5 11.5 9.4 122.0 100+ 10 SOUTH TOF-1 1 12 130.9 9.6 7.9 121.3 100+ 11 WEST TOF-1 1 12 131.6 12.7 10.7 118.9 100+ 12 NORTH TOF-2.5 1 12 130.2 11.6 9.8 118.6 100+ 13 EAST TOF-2.5 1 12 133.5 11.4 9.3 122.1 100+ 14 SOUTH TOF-6"1 12 132.4 10.0 8.2 122.4 100+ 15 WEST TOF-6"1 12 129.3 9.7 8.1 119.6 100+ 16 EAST TOF-1.5 1 12 129.4 11.1 9.4 118.3 100+ 17 NORTH TOF-1.5 1 12 131.6 12.3 10.3 119.3 100+ 18 NORTH TOF-6"1 12 131.9 10.6 8.7 121.3 100+ 19 EAST TOF-6"1 12 131.5 10.6 8.8 120.9 100+ Comments: Datum:TOF = Top of footing Test and/or retest results on this report meet project requirements as noted above. Last Cal. Date:Model:Make:S/N:23630 Troxler 3440 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007, 11-16-12, Rev.7 Page 1 of 2 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: JB181036.0004 04/12/18 05/09/18 594 Broadway Watervliet, NY 12189-3709 518-266-0310 Client The Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 Great Escape Pandemonium Ride 82 Round Pond Road Queensbury, NY Project Project Number: JB181036 Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Services: Reported To: Contractor:ELLSWORTH J. Robichaud, P.E. Department Manager Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By: Dente Group - A Terracon Co. Rep.: A. Smead ASTM D6938Test Methods: The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007, 11-16-12, Rev.7 Page 2 of 2 CONCRETE SAMPLE PICK-UP REPORT Report Number:JB181036.0005 Service Date:04/12/18 594 Broadway Report Date:04/16/18 Watervliet, NY 12189-3709 518-266-0310 Client Project Ellsworth & Son Excavating, Inc.Great Escape Pandemonium Ride Attn: Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury, NY Lake George, NY 12845 Project Number: JB181036 Services: Dente Group - A Terracon Co. Rep.: A. Smead Reported To:N/A Contractor:Ellsworth Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:____________________________________ J. Robichaud, P.E. Department Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0006, 10-16-13, Rev.9 Page 1 of 1 Sample Type: CONCRETE Date Cast: 4/11/2018 1 set(s) of 6 samples per set were retrieved and transported to our laboratory and placed in a temperature and humidity-controlled environment for compressive strength testing. REINFORCING STEEL OBSERVATIONS REPORT Report Number:JB181036.0006 Service Date:04/16/18 594 Broadway Report Date:04/20/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 1 of 2 ☐ SPREAD FOUNDATION ☐ GRADE BEAM ☒ FOUNDATION WALL ☐ STRUCTURAL SLAB ☐ CLASSIFICATION ☐ OTHER REFERENCE DRAWINGS: S101, S501 LOCATION: FOUNDATION – PIT WALLS ☒ PROPER BAR SIZE ☒ PROPER GRADE STEEL ☒ PROPER BAR SPACING ☒ PROPER BAR CLEARANCE ☒ PROPER SPLICES ☒ CONFORMS TO DRAWING ☐ DOES NOT CONFORM ☐ REMARKS ☒ FINDINGS REPORTED TO BRAD OF ELLSWORTH REINFORCING STEEL OBSERVATIONS REPORT Report Number:JB181036.0006 Service Date:04/16/18 594 Broadway Report Date:04/20/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 Services: Observe the placement of reinficing steel and/or embedded elements as requested in general accordance with project specifications and/or client request(s). Dente Group - A Terracon Co. Rep.: A. Smead Reported To:BRAD - ELLSWORTH Contractor:ELLSWORTH Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith(1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:____________________________________ J. Robichaud, P.E. Department Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 2 of 2 Report Number: Service Date: Report Date: Task: Client Queensbury, NY 82 Round Pond Road Great Escape Pandemonium RideThe Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 518-266-0310 Watervliet, NY 12189-3709 594 Broadway JB181036.0007 04/16/18 04/24/18 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: JB181036 Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 40000 JOINTA GALUSHA Material Information 0733 4904 Plant: Ticket No.:824952 Field Test Data Test Air Content (%): Result Specification 5 1/4 5.0 80 35 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:04/16/18 0810 A. Smead LIGHT RAIN 6 6 Sample Location: Placement Method:Chute Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): FOUNDATION - PIT WALLSPlacement Location: Laboratory Test Data Set Avg Diam.Area Weight DateDate Specimen Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(lbs)(psi) Tested By 1 A 4.00 12.57 04/18/18 8.60 04/23/18 7 60,750 5 4,830 ADB 1 B 4.00 12.57 04/18/18 8.60 05/14/18 28 1 C 4.00 12.57 04/18/18 8.60 05/14/18 28 1 D 4.00 12.57 04/18/18 8.60 05/14/18 28 1 E 04/18/18 8.60 Hold 1 F 04/18/18 8.60 Hold Initial Cure:Final Cure:Onsite Cooler Moist Room Comments:Not tested for plastic unit weight. Samples Made By: Dente Group - A Terracon Co. Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services: Reported To: Contractor: Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France J. Robichaud, P.E. Department Manager ELLSWORTH BRAD - ELLSWORTH Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Dente Group - A Terracon Co. Rep.: A. Smead The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Queensbury, NY 82 Round Pond Road Great Escape Pandemonium RideThe Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 518-266-0310 Watervliet, NY 12189-3709 594 Broadway JB181036.0007 04/16/18 05/15/18 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: JB181036 Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 40000 JOINTA GALUSHA Material Information 0733 4904 Plant: Ticket No.:824952 Field Test Data Test Air Content (%): Result Specification 5 1/4 5.0 80 35 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:04/16/18 0810 A. Smead LIGHT RAIN 6 6 Sample Location: Placement Method:Chute Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): FOUNDATION - PIT WALLSPlacement Location: Laboratory Test Data Set Avg Diam.Area Weight DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) Tested By(lbs) 1 A 4.00 12.57 04/18/18 8.60 04/23/18 7 60,750 5 4,830 ADB 1 B 4.00 12.57 04/18/18 8.60 05/14/18 28 74,550 2 5,930 1 C 4.00 12.57 04/18/18 8.60 05/14/18 28 76,038 2 6,050 1 D 4.00 12.57 04/18/18 8.60 05/14/18 28 79,630 3 6,340 Average (28 days) 6,110 1 E 04/18/18 8.60 Hold 1 F 04/18/18 8.60 Hold Initial Cure:Final Cure:Onsite Cooler Moist Room Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Dente Group - A Terracon Co. Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services: Reported To: Contractor: Report Distribution: (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France J. Robichaud, P.E. Department Manager ELLSWORTH BRAD - ELLSWORTH Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Dente Group - A Terracon Co. Rep.: A. Smead The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 PARTICLE SIZE DISTRIBUTION REPORT Report Number: Service Date: Report Date: Task: Client JB181036.0008 04/16/18 04/17/18 Ellsworth & Son Excavating, Inc. Attn: Greg France 76 Ellsworth Lane Extension Lake George, NY 12845 594 Broadway Watervliet, NY 12189-3709 518-266-0310 Great Escape Pandemonium Ride 82 Round Pond Road Queensbury, NY Project Project Number: JB181036 F-C GRAVEL and M-C-F SAND, trace siltSample Description: StockpileSample Location: Sample Information Poorly-graded gravel with sand (GP) Laboratory Test Data ASTM D6913Test Method: NAMethod: LL Air - 0, LL Oven - 0, PL - 0, PI - 0Atterberg Limits: BulkSample Type: Oven DriedSample Preparation: USCS:Sieving Method: Composite Sieving-Single Separation Percent Finer Pass (X=Fail) Sieve Size Spec.* 3" 100-1002" 100.0 1-1/2" 100.0 1" 94.3 3/4" 82.3 1/2" 64.6 3/8" 57.0 30-651/4" 47.9 #4 44.4 #10 29.0 5-40#40 9.8 #100 4.1 0-10#200 2.4 NYSDOT Type 4 D =D =D =C =C =60 30 10 c u FM = 10.81 2.13 0.43 1.0 25.1* Comments:Meets gradation requirements for NYSDOT Section 304 Type 4 Services:Perform gradation analysis on sample of material returned to the office in general accordance with ASTM D6913. Reported To: Contractor: Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France N/A Ellsworth and Sons J. Robichaud, P.E. Department Manager Reviewed By: Dente Group - A Terracon Co. Rep.: A. Barron Test Methods:ASTM D6913 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0027, 06-10-17, Rev.0 Page 1 of 1 CR0006, 10-16-13, Rev.7 Page 1 of 1 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number:JB181036.0008A Service Date: 04/16/18 594 Broadway Report Date:04/17/18 Watervliet, NY 12189-3709 518-266-0310 Client Project Ellsworth & Son Excavating, Inc.Great Escape Pandemonium Ride Attn: Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury, NY Lake George, NY 12845 Project Number: JB181036 Material Information Sample Information Source of Material:Import Sample Date:04/05/18 Proposed Use:Sampled By:M. White Sample Location:Stockpile Sample Description:F-C GRAVEL and M-C-F SAND, trace silt Laboratory Test Data Result Specifications Test Procedure:ASTM D1557 Liquid Limit:Non-plastic Test Method:Method C Plastic Limit:Non-plastic Sample Preparation:Dry Plasticity Index:Non-plastic Rammer Type:Manual In-Place Moisture (%): Maximum Dry Unit Weight (pcf):147.4 Optimum Water Content (%):5.0 USCS: GP Comments: Services: Dente Group - A Terracon Co. Rep.: A. Barron Reported To:N/A Contractor:Ellsworth and Sons Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:_______________________________ J. Robichaud, P.E. Department Manager Test Methods:ASTM D698, ASTM D4318, ASTM D4647, ASTM D4718 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Zero Ai r Vo i d s Curve fo r Ass umed Specific G rav ity 2.75 987654321 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 Water Content (%)Dry Unit Weight (pcf) CR0006, 10-16-13, Rev.7 Page 1 of 1 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number:JB181036.0008B Service Date: 04/16/18 594 Broadway Report Date:04/17/18 Watervliet, NY 12189-3709 518-266-0310 Client Project Ellsworth & Son Excavating, Inc.Great Escape Pandemonium Ride Attn: Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury, NY Lake George, NY 12845 Project Number: JB181036 Material Information Sample Information Source of Material:Import Sample Date:04/05/18 Proposed Use:Sampled By:M. White Sample Location:Stockpile Sample Description:F-C GRAVEL and M-C-F SAND, trace silt Laboratory Test Data Result Specifications Test Procedure:ASTM D1557 Liquid Limit:Non-plastic Test Method:Method C Plastic Limit:Non-plastic Sample Preparation:Dry Plasticity Index:Non-plastic Rammer Type:Manual In-Place Moisture (%): USCS: GP Oversized Particles (%):5.6 Moisture (%):0.5 Sieve for Oversize Fraction:3/4 Assumed Bulk Specific Gravity of Oversized Particles:2.7 Corrected for Oversized Particles (ASTM D4718) Maximum Dry Unit Weight (pcf):149.0 Optimum Water Content (%):4.8 Uncorrected Values Maximum Dry Unit Weight (pcf):147.4 Optimum Water Content (%):5.0 Comments: Services: Dente Group - A Terracon Co. Rep.: A. Barron Reported To:N/A Contractor:Ellsworth and Sons Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:_______________________________ J. Robichaud, P.E. Department Manager Test Methods:ASTM D698, ASTM D4318, ASTM D4647, ASTM D4718 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Zero Ai r Vo i d s Curve fo r Ass umed Specific G rav ity 2.75 987654321 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 Water Content (%)Dry Unit Weight (pcf) PARTICLE SIZE DISTRIBUTION REPORT Report Number: Service Date: Report Date: Task: Client JB181036.0009 04/16/18 04/17/18 Ellsworth & Son Excavating, Inc. Attn: Greg France 76 Ellsworth Lane Extension Lake George, NY 12845 594 Broadway Watervliet, NY 12189-3709 518-266-0310 Great Escape Pandemonium Ride 82 Round Pond Road Queensbury, NY Project Project Number: JB181036 F-M-C SAND, Little Silt, trace f-c gravelSample Description: StockpileSample Location: Sample Information Silty sand (SM) Laboratory Test Data ASTM D6913Test Method: NAMethod: LL Air - 0, LL Oven - 0, PL - 0, PI - 0Atterberg Limits: BulkSample Type: Oven DriedSample Preparation: USCS:Sieving Method: Composite Sieving-Single Separation Percent Finer Pass (X=Fail) Sieve Size Spec.* 3" 2" 1-1/2" 100.0 1" 98.5 3/4" 97.7 1/2" 94.5 3/8" 93.8 1/4" 93.2 #4 93.0 #10 90.6 #40 70.3 #100 48.4 #200 19.1 D =D =D =C =C =60 30 10 c u FM = 0.23 0.09* Comments: The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0027, 06-10-17, Rev.0 Page 1 of 2 PARTICLE SIZE DISTRIBUTION REPORT Report Number: Service Date: Report Date: Task: Client JB181036.0009 04/16/18 04/17/18 Ellsworth & Son Excavating, Inc. Attn: Greg France 76 Ellsworth Lane Extension Lake George, NY 12845 594 Broadway Watervliet, NY 12189-3709 518-266-0310 Great Escape Pandemonium Ride 82 Round Pond Road Queensbury, NY Project Project Number: JB181036 Services:Perform gradation analysis on sample of material returned to the office in general accordance with ASTM D6913. Reported To: Contractor: Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France N/A Ellsworth and Sons J. Robichaud, P.E. Department Manager Reviewed By: Dente Group - A Terracon Co. Rep.: A. Barron Test Methods:ASTM D6913 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0027, 06-10-17, Rev.0 Page 2 of 2 CR0006, 10-16-13, Rev.7 Page 1 of 1 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number:JB181036.0009A Service Date: 04/16/18 594 Broadway Report Date:04/17/18 Watervliet, NY 12189-3709 518-266-0310 Client Project Ellsworth & Son Excavating, Inc.Great Escape Pandemonium Ride Attn: Greg France 82 Round Pond Road 76 Ellsworth Lane Extension Queensbury, NY Lake George, NY 12845 Project Number: JB181036 Material Information Sample Information Source of Material:On-Site Sample Date:04/10/18 Proposed Use:Sampled By:A. Smead Sample Location:Stockpile Sample Description:F-M-C SAND, Little Silt, trace f-c gravel Laboratory Test Data Result Specifications Test Procedure:ASTM D1557 Liquid Limit:Non-plastic Test Method:Method A Plastic Limit:Non-plastic Sample Preparation:Dry Plasticity Index:Non-plastic Rammer Type:Manual In-Place Moisture (%): Maximum Dry Unit Weight (pcf):113.1 Optimum Water Content (%):9.2 USCS: SM Comments: Services: Dente Group - A Terracon Co. Rep.: A. Barron Reported To:N/A Contractor:Ellsworth and Sons Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:_______________________________ J. Robichaud, P.E. Department Manager Test Methods:ASTM D698, ASTM D4318, ASTM D4647, ASTM D4718 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Zero Ai r Vo i d s Curve fo r Ass umed Specific G rav ity 2.50 201918171615141312111098765432 103 104 105 106 107 108 109 110 111 112 113 114 115 Water Content (%)Dry Unit Weight (pcf) Report Number: Service Date: Report Date: Task: Client Queensbury, NY 82 Round Pond Road Great Escape Pandemonium RideThe Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 518-266-0310 Watervliet, NY 12189-3709 594 Broadway JB181036.0011 04/17/18 04/24/18 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: JB181036 Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 40000 JOINTA GALUSHA Material Information 0730 4904 Plant: Ticket No.: GLENS FALLS 824966 Field Test Data Test Air Content (%): Result Specification 4 1/4 5.8 72 37 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:04/17/18 0815 A. Smead LIGHT RAIN 8.5 8.5 Sample Location: Placement Method:Chute Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): CURBS NEAR ALPINE FEST HAUS SIGN Placement Location: Laboratory Test Data Set Avg Diam.Area Weight DateDate Specimen Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(lbs)(psi) Tested By 1 A 4.00 12.57 04/18/18 8.55 04/24/18 7 59,880 2 4,770 ADB 1 B 4.00 12.57 04/18/18 8.60 05/15/18 28 1 C 4.00 12.57 04/18/18 8.55 05/15/18 28 1 D 4.00 12.57 04/18/18 8.60 05/15/18 28 1 E 04/18/18 8.60 Hold 1 F 04/18/18 8.65 Hold Initial Cure:Final Cure:Onsite Cooler Moist Room Comments:Not tested for plastic unit weight. Samples Made By: Dente Group - A Terracon Co. Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services: Reported To: Contractor: Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France J. Robichaud, P.E. Department Manager ELLSWORTH ELLSWORTH REPS Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Dente Group - A Terracon Co. Rep.: A. Smead The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Queensbury, NY 82 Round Pond Road Great Escape Pandemonium RideThe Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 518-266-0310 Watervliet, NY 12189-3709 594 Broadway JB181036.0011 04/17/18 05/15/18 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: JB181036 Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 40000 JOINTA GALUSHA Material Information 0730 4904 Plant: Ticket No.: GLENS FALLS 824966 Field Test Data Test Air Content (%): Result Specification 4 1/4 5.8 72 37 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:04/17/18 0815 A. Smead LIGHT RAIN 8.5 8.5 Sample Location: Placement Method:Chute Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): CURBS NEAR ALPINE FEST HAUS SIGN Placement Location: Laboratory Test Data Set Avg Diam.Area Weight DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) Tested By(lbs) 1 A 4.00 12.57 04/18/18 8.55 04/24/18 7 59,880 2 4,770 ADB 1 B 4.00 12.57 04/18/18 8.60 05/15/18 28 70,860 3 5,640 1 C 4.00 12.57 04/18/18 8.55 05/15/18 28 72,740 2 5,790 1 D 4.00 12.57 04/18/18 8.60 05/15/18 28 69,890 2 5,560 Average (28 days) 5,660 1 E 04/18/18 8.60 Hold 1 F 04/18/18 8.65 Hold Initial Cure:Final Cure:Onsite Cooler Moist Room Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Dente Group - A Terracon Co. Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services: Reported To: Contractor: Report Distribution: (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France J. Robichaud, P.E. Department Manager ELLSWORTH ELLSWORTH REPS Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Dente Group - A Terracon Co. Rep.: A. Smead The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 CONCRETE SAMPLE PICK-UP REPORT Report Number:JB181036.0012 Service Date:04/17/18 594 Broadway Report Date:04/20/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 Services: Dente Group - A Terracon Co. Rep.: A. Smead Reported To:N/A Contractor:Ellsworth Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith(1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:____________________________________ J. Robichaud, P.E. Department Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0006, 10-16-13, Rev.9 Page 1 of 1 Sample Type: CONCRETE Date Cast: 04/16/2018 1 set(s) of 6 samples per set were retrieved and transported to our laboratory and placed in a temperature and humidity-controlled environment for compressive strength testing. FOUNDATION OBSERVATIONS REPORT Report Number:JB181036.0013 Service Date:04/17/18 594 Broadway Report Date:04/20/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 Services: Observe foundation construction activities as requested in general accordance with project specifications and/or client request(s). Dente Group - A Terracon Co. Rep.: A. Smead Reported To:ELLSWORTH REPS Contractor:ELLSWORTH Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith(1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:____________________________________ J. Robichaud, P.E. Department Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 1 of 1 DESCRIPTION OF SUBGRADE ☐ Pavement Subgrade ☒ Foundation Bearing Grade ☐ Floor Slab Subgrade ☒ Continuous Wall Foundation ☐ Structural Fill Subgrade ☐ Isolated Column Footing ☐ Design Pressure (psf) ☒ 2000 ☐ 2500 ☐ 3000 ☐ 3500 ☐ 4000 ☐ _______________ ☒ Location: PANDEMONIOUM OUTER WALL FOOTING BEARING GRADE METHOD OF EXCAVATION ☐ Backhoe Bucket with Teeth ☐ Bull Dozer ☐ Backhoe Bucket Curled Up ☐ By Hand ☒ Backhoe Bucket with Plate ☒ Self-Propelled Vibratory Compactor FIELD OBSERVATIONS: EXCAVATED TO BEARING GRADE AND COMPACTED UNTIL FIRM AND STABLE. SOILS CONSIST OF NATIVE SAND AND GRAVEL MIX. USED A POINTED STEEL ROD TO PROBE THE BEARING GRADE IN MULTIPLE LOCATIONS. WHERE PROBED THE GRADES WERE FIRM AND STABLE UNDER HAND PRESSURE. RECOMMENDATIONS: BEARING GRADE JUDGED SUITABLE FOR SUPPORT OF THE FOUNDATION AT THE DESIGN BEARING PRESSURE. CONCRETE SAMPLE PICK-UP REPORT Report Number:JB181036.0014 Service Date:04/18/18 594 Broadway Report Date:05/09/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 Services: Dente Group - A Terracon Co. Rep.: A. Smead Reported To:N/A Contractor:Ellsworth Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith(1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:____________________________________ J. Robichaud, P.E. Department Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0006, 10-16-13, Rev.9 Page 1 of 1 Sample Type: CONCRETE Date Cast: 04/17/2018 1 set(s) of 6 samples per set were retrieved and transported to our laboratory and placed in a temperature and humidity-controlled environment for compressive strength testing. REINFORCING STEEL OBSERVATIONS REPORT Report Number:JB181036.0015 Service Date:04/19/18 594 Broadway Report Date:04/27/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 1 of 2 ☐ SPREAD FOUNDATION ☐ GRADE BEAM ☐ FOUNDATION WALL ☐ STRUCTURAL SLAB ☐ CLASSIFICATION ☒ OTHER Footing REFERENCE DRAWINGS2/S-501 LOCATION: Footing for Podium Outer Wall ☒ PROPER BAR SIZE ☒ PROPER GRADE STEEL ☒ PROPER BAR SPACING ☒ PROPER BAR CLEARANCE ☒ PROPER SPLICES ☒ CONFORMS TO DRAWING ☐ DOES NOT CONFORM ☐ REMARKS ☒ FINDINGS REPORTED TO: Brad REINFORCING STEEL OBSERVATIONS REPORT Report Number:JB181036.0015 Service Date:04/19/18 594 Broadway Report Date:04/27/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 Services: Observe the placement of reinficing steel and/or embedded elements as requested in general accordance with project specifications and/or client request(s). Dente Group - A Terracon Co. Rep.: A. Valvo Reported To:BRAD - ELLSWORTH Contractor:Ellsworth Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith(1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:____________________________________ J. Robichaud, P.E. Department Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 2 of 2 Report Number: Service Date: Report Date: Task: Client Queensbury, NY 82 Round Pond Road Great Escape Pandemonium RideThe Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 518-266-0310 Watervliet, NY 12189-3709 594 Broadway JB181036.0016 04/19/18 05/01/18 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: JB181036 Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 40008 Pallette Material Information 1335 4585 Plant: Ticket No.:13354 Field Test Data Test Air Content (%): Result Specification 3 5.0 80 41 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:04/19/18 1400 A. Valvo Cloudy, Rain 7 7 End of Truck ChuteSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Footings for podium outer wallPlacement Location: Laboratory Test Data Set Avg Diam.Area Weight DateDate Specimen Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(lbs)(psi) Tested By 1 A 4.00 12.57 04/20/18 8.65 04/26/18 7 66,640 2 5,300 1 B 4.00 12.57 04/20/18 8.55 05/17/18 28 1 C 4.00 12.57 04/20/18 8.60 05/17/18 28 1 D 4.00 12.57 04/20/18 8.60 05/17/18 28 1 E 04/20/18 8.60 Hold 1 F 04/20/18 8.60 Hold Initial Cure:Final Cure:Min Temp:Max Temp:Onsite Cooler Moist Room 62 74 Comments:Not tested for plastic unit weight. Ext. Slabs, Hot Water Samples Made By: Dente Group - A Terracon Co. Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services: Reported To: Contractor: Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France J. Robichaud, P.E. Department Manager Ellsworth BRAD - ELLSWORTH Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Dente Group - A Terracon Co. Rep.: A. Valvo The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 Report Number: Service Date: Report Date: Task: Client Queensbury, NY 82 Round Pond Road Great Escape Pandemonium RideThe Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 518-266-0310 Watervliet, NY 12189-3709 594 Broadway JB181036.0016 04/19/18 05/22/18 Revision 1 - 28-day results CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: JB181036 Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 40008 Pallette Material Information 1335 4585 Plant: Ticket No.:13354 Field Test Data Test Air Content (%): Result Specification 3 5.0 80 41 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:04/19/18 1400 A. Valvo Cloudy, Rain 7 7 End of Truck ChuteSample Location: Placement Method:Direct Discharge Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Footings for podium outer wallPlacement Location: Laboratory Test Data Set Avg Diam.Area Weight DateDate Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(psi) Tested By(lbs) 1 A 4.00 12.57 04/20/18 8.65 04/26/18 7 66,640 2 5,300 1 B 4.00 12.57 04/20/18 8.55 05/17/18 28 68,610 2 5,460 1 C 4.00 12.57 04/20/18 8.60 05/17/18 28 69,070 2 5,500 1 D 4.00 12.57 04/20/18 8.60 05/17/18 28 70,620 2 5,620 Average (28 days) 5,530 1 E 04/20/18 8.60 Hold 1 F 04/20/18 8.60 Hold Initial Cure:Final Cure:Min Temp:Max Temp:Onsite Cooler Moist Room 62 74 Comments:Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Ext. Slabs, Hot Water Samples Made By: Dente Group - A Terracon Co. Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services: Reported To: Contractor: Report Distribution: (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France J. Robichaud, P.E. Department Manager Ellsworth BRAD - ELLSWORTH Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Dente Group - A Terracon Co. Rep.: A. Valvo The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 CONCRETE SAMPLE PICK-UP REPORT Report Number:JB181036.0017 Service Date:04/20/18 594 Broadway Report Date:05/09/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 Services: Dente Group - A Terracon Co. Rep.: A. Valvo Reported To:N/A Contractor:Ellsworth Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith(1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:____________________________________ J. Robichaud, P.E. Department Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0006, 10-16-13, Rev.9 Page 1 of 1 Sample Type: 4x8 cylider Date Cast: 4/19/18 1 set of 6 samples per set were retrieved and transported to our laboratory and placed in a temperature and humidity-controlled environment for compressive strength testing. REINFORCING STEEL OBSERVATIONS REPORT Report Number:JB181036.0018 Service Date:04/23/18 594 Broadway Report Date:04/27/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 1 of 2 ☐ SPREAD FOUNDATION ☐ GRADE BEAM ☒ FOUNDATION WALL ☐ STRUCTURAL SLAB ☐ CLASSIFICATION ☐ OTHER REFERENCE DRAWINGS: S-501 LOCATION: Foundation wall ☒ REQUIRED BAR SIZE ☒ REQUIRED GRADE STEEL ☒ REQUIRED BAR SPACING ☒ REQUIRED BAR CLEARANCE ☒ REQUIRED SPLICES ☒ CONFORMS TO DRAWING ☐ DOES NOT CONFORM ☐ REMARKS: ☒ FINDINGS REPORTED TO: Ellsworth Representative REINFORCING STEEL OBSERVATIONS REPORT Report Number:JB181036.0018 Service Date:04/23/18 594 Broadway Report Date:04/27/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 Services: Observe the placement of reinficing steel and/or embedded elements as requested in general accordance with project specifications and/or client request(s). Dente Group - A Terracon Co. Rep.: S. Hakime Reported To:BRAD - ELLSWORTH Contractor:Ellsworth Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith(1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:____________________________________ J. Robichaud, P.E. Department Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 2 of 2 Report Number: Service Date: Report Date: Task: Client Queensbury, NY 82 Round Pond Road Great Escape Pandemonium RideThe Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 518-266-0310 Watervliet, NY 12189-3709 594 Broadway JB181036.0019 04/23/18 05/01/18 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: JB181036 Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: Material Information 1500 Plant: Ticket No.:825078 Field Test Data Test Air Content (%): Result Specification 4 5.5 76 62 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.):11.5 Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:04/23/18 S. Hakime Sunny 11.6 11.5 0 0 Mixer DischargeSample Location: Placement Method:Chute Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Foundation wallPlacement Location: Laboratory Test Data Set Avg Diam.Area Weight DateDate Specimen Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(lbs)(psi) Tested By 1 A 4.00 12.57 04/24/18 8.60 04/30/18 7 57,450 2 4,570 1 B 4.00 12.57 04/24/18 8.60 05/21/18 28 1 C 4.00 12.57 04/24/18 8.55 05/21/18 28 1 D 4.00 12.57 04/24/18 8.60 05/21/18 28 1 E 04/24/18 8.65 Hold 1 F 04/24/18 8.60 Hold Initial Cure:Final Cure:Min Temp:Max Temp:Onsite Cooler Moist Room 48 73 Comments:Not tested for plastic unit weight. 4000 PSI Concrete-Footings/Foundation walls, Concrete temper water. Samples Made By: Dente Group - A Terracon Co. Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services: Reported To: Contractor: Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France J. Robichaud, P.E. Department Manager Ellsworth BRAD - ELLSWORTH Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Dente Group - A Terracon Co. Rep.: S. Hakime The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 CONCRETE SAMPLE PICK-UP REPORT Report Number:JB181036.0020 Service Date:04/24/18 594 Broadway Report Date:05/09/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 Services: Dente Group - A Terracon Co. Rep.: S. Hakime Reported To:N/A Contractor:Ellsworth Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith(1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:____________________________________ J. Robichaud, P.E. Department Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. BC0001, 10-16-13, Rev.10 Page 1 of 1 Sample Type: Concrete Date Cast: 04-23-18 1 set of 6 samples per set were retrieved and transported to our laboratory and placed in a temperature and humidity-controlled environment for compressive strength testing. Report Number: Service Date: Report Date: Task: Client Queensbury, NY 82 Round Pond Road Great Escape Pandemonium RideThe Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 518-266-0310 Watervliet, NY 12189-3709 594 Broadway JB181036.0021 04/27/18 05/07/18 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: JB181036 Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: Material Information Plant: Ticket No.:825180 Field Test Data Test Air Content (%): Result Specification 6 5.5 67 43 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.):11.5 Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:04/27/18 1430 S. Hakime Raning 11.5 11.5 0 0 Mixer DischargeSample Location: Placement Method:Chute Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): Curb WallPlacement Location: Laboratory Test Data Set Avg Diam.Area Weight DateDate Specimen Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(lbs)(psi) Tested By 1 A 4.00 12.57 05/01/18 8.40 05/04/18 7 46,520 6 3,700 1 B 4.00 12.57 05/01/18 8.40 05/25/18 28 1 C 4.00 12.57 05/01/18 8.45 05/25/18 28 1 D 4.00 12.57 05/01/18 8.40 05/25/18 28 1 E 4.00 12.57 05/01/18 8.35 05/25/18 28 1 F 4.00 12.57 05/01/18 8.35 05/25/18 28 Initial Cure:Final Cure:Onsite Cooler Moist Room Comments:Not tested for plastic unit weight. 4000 psi concrete - Ftgs/Fnd Walls, Concrete tempered water Samples Made By: Dente Group - A Terracon Co. Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services: Reported To: Contractor: Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France J. Robichaud, P.E. Department Manager Ellsworth BRAD - ELLSWORTH Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Dente Group - A Terracon Co. Rep.: S. Hakime The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: JB181036.0022 04/30/18 05/15/18 594 Broadway Watervliet, NY 12189-3709 518-266-0310 Client The Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 Great Escape Pandemonium Ride 82 Round Pond Road Queensbury, NY Project Project Number: JB181036 Lab Test Data (%) Compaction Project Requirements (%) Content Water No. Mat. Material Information Density Max. Lab (%) Content Water Optimum Ref. No. Proctor Laboratory Classification and Description (pcf)Test Method Min 95.01117.59.1JB181036.0026B F-M-C SAND, Little Silt and F-C Gravel ASTM D1557 Min 95.02114.310.0JB181036.0026A F-M-C SAND, Little Silt and F-C Gravel ASTM D1557 Field Test Data No.Test Location Elev.No. Test Lift /Mat.Depth Density Probe Wet Content Water (%) Content Water Density Dry (%) Percent Compaction (in)(pcf)(pcf)(pcf) BETWEEN WALLS 1 S END RET WALL TOF+8"2 12 116.6 6.5 5.9 110.1 96.3 2 MID RET WALL TOF+8"2 12 118.8 7.5 6.7 111.3 97.4 3 N END RET WALL TOF+8"1 12 121.7 9.5 8.5 112.2 95.5 4 OUTER PIT WALL EAST TOW-4'1 12 125.6 7.9 6.7 117.7 100+ 5 OUTER PIT WALL NORTH TOW-4'1 12 121.6 9.5 8.5 112.1 95.4 INTERIOR OUTER PIT WALL 6 EAST TOF 2 8 118.6 7.7 6.9 110.9 97.0 7 NE TOF 1 8 119.4 6.8 6.0 112.6 95.8 8 NORTH TOF 2 8 117.1 6.8 6.2 110.3 96.5 BETWEEN WALLS 9 EAST TOW-3'2 12 118.7 8.0 7.2 110.7 96.9 10 NE TOW-3'2 12 119.7 8.6 7.7 111.1 97.2 11 N END RET WALL TOW-3'1 12 122.2 8.0 7.0 114.2 97.2 12 OUTER PIT WALL NE TOW-3'2 12 118.7 8.6 7.8 110.1 96.3 13 MID RET WALL TOW-3.5'1 12 121.9 9.3 8.3 112.6 95.8 EXTERIOR OUTER PIT WALL 14 SE TOW-2'1 12 123.7 8.6 7.5 115.1 98.0 15 NORTH TOW-3'1 12 118.0 5.8 5.2 112.2 95.5 16 WEST TOW-5'2 12 118.1 8.4 7.7 109.7 96.0 BETWEEIN INNER/OUTER PIT WALLS 17 EAST TOW-6"1 12 119.0 4.5 3.9 114.5 97.4 18 SOUTH TOW-6"1 12 119.6 4.4 3.8 115.2 98.0 19 WEST TOW-3'1 12 128.1 10.7 9.1 117.4 99.9 20 NE TOW-2.5'1 12 121.4 5.9 5.1 115.5 98.3 21 NW TOW-2.5'1 12 119.7 7.0 6.2 112.7 95.9 22 WEST TOW-2.5'1 12 121.4 7.2 6.3 114.2 97.2 23 NORTH TOW-1.5'1 12 117.9 4.9 4.3 113.0 96.2 24 WEST TOW-1.5'1 12 120.5 4.9 4.2 115.6 98.4 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007, 11-16-12, Rev.7 Page 1 of 2 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: JB181036.0022 04/30/18 05/15/18 594 Broadway Watervliet, NY 12189-3709 518-266-0310 Client The Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 Great Escape Pandemonium Ride 82 Round Pond Road Queensbury, NY Project Project Number: JB181036 Field Test Data No.Test Location Elev.No. Test Lift /Mat.Depth Density Probe Wet Content Water (%) Content Water Density Dry (%) Percent Compaction (in)(pcf)(pcf)(pcf) 25 NE TOW-6"1 12 120.8 6.0 5.2 114.8 97.7 26 NW TOW-6"1 12 120.1 6.4 5.6 113.7 96.8 BETWEEN OUTER PIT/ RETAINING WALL 27 EAST TOW-2'2 12 121.0 9.5 8.5 111.5 97.6 28 NE TOW-2'2 12 118.4 8.9 8.1 109.5 95.8 29 NORTH TOW-2'2 12 117.7 7.0 6.3 110.7 96.9 Comments: Datum: Test and/or retest results on this report meet project requirements as noted above. PENDING PROCTOR 2 VISITS Last Cal. Date:Model:Make:S/N:23630 Troxler 3440 Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Services: Reported To: Contractor: RUBEN ELLSWORTH ELLSWORTH J. Robichaud, P.E. Department Manager Report Distribution: (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By: Dente Group - A Terracon Co. Rep.: A. Smead ASTM D6938Test Methods: The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007, 11-16-12, Rev.7 Page 2 of 2 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: JB181036.0023 05/01/18 05/15/18 594 Broadway Watervliet, NY 12189-3709 518-266-0310 Client The Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 Great Escape Pandemonium Ride 82 Round Pond Road Queensbury, NY Project Project Number: JB181036 Lab Test Data (%) Compaction Project Requirements (%) Content Water No. Mat. Material Information Density Max. Lab (%) Content Water Optimum Ref. No. Proctor Laboratory Classification and Description (pcf)Test Method Min 95.01147.45.0JB181036.0008A F-C GRAVEL and M-C-F SAND, trace silt ASTM D1557 Field Test Data No.Test Location Elev.No. Test Lift /Mat.Depth Density Probe Wet Content Water (%) Content Water Density Dry (%) Percent Compaction (in)(pcf)(pcf)(pcf) SLAB SUBBASE 1 NORTH SSB 1 4 146.3 6.0 4.3 140.3 95.2 2 WEST SSB 1 4 147.2 6.6 4.7 140.6 95.4 3 SOUTH SSB 1 4 147.6 7.4 5.3 140.2 95.1 4 EAST SSB 1 4 147.7 7.4 5.3 140.3 95.2 Comments: Datum: Test and/or retest results on this report meet project requirements as noted above. Last Cal. Date:Model:Make:S/N:23630 Troxler 3440 Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Services: Reported To: Contractor: ELLSWORTH REPS ELLSWORTH J. Robichaud, P.E. Department Manager Report Distribution: (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By: Dente Group - A Terracon Co. Rep.: A. Smead ASTM D6938Test Methods: The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0007, 11-16-12, Rev.7 Page 1 of 1 REINFORCING STEEL OBSERVATIONS REPORT Report Number:JB181036.0024 Service Date:05/02/18 594 Broadway Report Date:05/09/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 1 of 2 ☐ SPREAD FOUNDATION ☐ GRADE BEAM ☐ FOUNDATION WALL ☒ STRUCTURAL SLAB ☐ CLASSIFICATION ☐ OTHER REFERENCE DRAWINGS: S101, S501 LOCATION: PIT SLAB ON GRADE ☒ PROPER BAR SIZE ☒ PROPER GRADE STEEL ☒ PROPER BAR SPACING ☒ PROPER BAR CLEARANCE ☒ PROPER SPLICES ☒ CONFORMS TO DRAWING ☐ DOES NOT CONFORM ☐ REMARKS ☒ FINDINGS REPORTED TO GREG OF ELLSWORTH REINFORCING STEEL OBSERVATIONS REPORT Report Number:JB181036.0024 Service Date:05/02/18 594 Broadway Report Date:05/09/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 Services: Observe the placement of reinficing steel and/or embedded elements as requested in general accordance with project specifications and/or client request(s). Dente Group - A Terracon Co. Rep.: A. Smead Reported To:GREG - ELLSWORTH Contractor:ELLSWORTH Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith(1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:____________________________________ J. Robichaud, P.E. Department Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 2 of 2 Report Number: Service Date: Report Date: Task: Client Queensbury, NY 82 Round Pond Road Great Escape Pandemonium RideThe Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 518-266-0310 Watervliet, NY 12189-3709 594 Broadway JB181036.0025 05/02/18 05/09/18 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Project Project Number: JB181036 Specified Strength:28 days Mix ID: Supplier: Batch Time: Truck No.: 40008 JOINTA GALUSHA Material Information 1522 4904 Plant: Ticket No.: GLENS FALLS 825252 Field Test Data Test Air Content (%): Result Specification 5 6.0 77 87 4,000 Slump (in): psi @ Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Sample Information Sample Date: Sampled By: Weather Conditions: Sample Time:05/02/18 1605 A. Smead PARTLY CLOUDY 11.5 11.5 NORTHEASTSample Location: Placement Method:Chute Water Added Before (gal): Water Added After (gal): Accumulative Yards:Batch Size (cy): PIT SLAB ON GRADEPlacement Location: Laboratory Test Data Set Avg Diam.Area Weight DateDate Specimen Test Age at Load Maximum Strength Compressive Fracture No.ID Specimen Received Tested (days)Type(in)(sq in)(lbs)(lbs)(psi) Tested By 1 A 4.00 12.57 05/04/18 8.50 05/09/18 7 47,450 2 3,780 1 B 4.00 12.57 05/04/18 8.45 05/30/18 28 1 C 4.00 12.57 05/04/18 8.50 05/30/18 28 1 D 4.00 12.57 05/04/18 8.50 05/30/18 28 1 E 05/04/18 8.50 Hold 1 F 05/04/18 8.55 Hold Initial Cure:Final Cure:Min Temp:Max Temp:Onsite Cooler Moist Room 72 92 Comments:Not tested for plastic unit weight. Samples Made By: Dente Group - A Terracon Co. Sample fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services: Reported To: Contractor: Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France J. Robichaud, P.E. Department Manager ELLSWORTH GREG - ELLSWORTH Reviewed By: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods: Dente Group - A Terracon Co. Rep.: A. Smead The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1CR0001, 11-16-12, Rev.6 PARTICLE SIZE DISTRIBUTION REPORT Report Number: Service Date: Report Date: Task: Client JB181036.0026 05/01/18 05/02/18 The Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 594 Broadway Watervliet, NY 12189-3709 518-266-0310 Great Escape Pandemonium Ride 82 Round Pond Road Queensbury, NY Project Project Number: JB181036 F-M-C SAND, Little Silt and F-C GravelSample Description: On-SiteSample Location: Sample Information Silty sand (SM) Laboratory Test Data ASTM D6913Test Method: NAMethod: LL Air - 0, LL Oven - 0, PL - 0, PI - 0Atterberg Limits: BulkSample Type: Oven DriedSample Preparation: USCS:Sieving Method: Composite Sieving-Single Separation Percent Finer Pass (X=Fail) Sieve Size Spec.* 3" 2" 1-1/2" 100.0 1" 99.5 3/4" 95.4 1/2" 89.8 3/8" 88.6 1/4" 87.4 #4 87.2 #10 84.1 #40 57.4 #100 36.8 #200 17.2 D =D =D =C =C =60 30 10 c u FM = 0.48 0.12* Comments: The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0027, 06-10-17, Rev.0 Page 1 of 2 PARTICLE SIZE DISTRIBUTION REPORT Report Number: Service Date: Report Date: Task: Client JB181036.0026 05/01/18 05/02/18 The Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 594 Broadway Watervliet, NY 12189-3709 518-266-0310 Great Escape Pandemonium Ride 82 Round Pond Road Queensbury, NY Project Project Number: JB181036 Services:Perform gradation analysis on sample of material returned to the office in general accordance with ASTM D6913. Reported To: Contractor: Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France N/A Ellsworth & Sons J. Robichaud, P.E. Department Manager Reviewed By: Dente Group - A Terracon Co. Rep.: A. Barron Test Methods:ASTM D6913 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0027, 06-10-17, Rev.0 Page 2 of 2 CR0006, 10-16-13, Rev.7 Page 1 of 1 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number:JB181036.0026A Service Date: 05/01/18 594 Broadway Report Date:05/02/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 Material Information Sample Information Source of Material:On-Site Sample Date:04/18/18 Proposed Use:Sampled By:A. Smead Sample Location:Stockpile Sample Description:F-M-C SAND, Little Silt and F-C Gravel Laboratory Test Data Result Specifications Test Procedure:ASTM D1557 Liquid Limit:Non-plastic Test Method:Method B Plastic Limit:Non-plastic Sample Preparation:Dry Plasticity Index:Non-plastic Rammer Type:Manual In-Place Moisture (%): Maximum Dry Unit Weight (pcf):114.3 Optimum Water Content (%):10.0 USCS: SM Comments: Services: Dente Group - A Terracon Co. Rep.: A. Barron Reported To:N/A Contractor:Ellsworth & Sons Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:_______________________________ J. Robichaud, P.E. Department Manager Test Methods:ASTM D698, ASTM D4318, ASTM D4647, ASTM D4718 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Zero Ai r Vo i d s Curv e fo r Ass umed Specific G rav ity 2.50 2019181716151413121110987654 103 104 105 106 107 108 109 110 111 112 113 114 115 116 Water Content (%)Dry Unit Weight (pcf) CR0006, 10-16-13, Rev.7 Page 1 of 1 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number:JB181036.0026B Service Date: 05/01/18 594 Broadway Report Date:05/02/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 Material Information Sample Information Source of Material:On-Site Sample Date:04/18/18 Proposed Use:Sampled By:A. Smead Sample Location:Stockpile Sample Description:F-M-C SAND, Little Silt and F-C Gravel Laboratory Test Data Result Specifications Test Procedure:ASTM D1557 Liquid Limit:Non-plastic Test Method:Method B Plastic Limit:Non-plastic Sample Preparation:Dry Plasticity Index:Non-plastic Rammer Type:Manual In-Place Moisture (%): USCS: SM Oversized Particles (%):8.8 Moisture (%):0.5 Sieve for Oversize Fraction:3/8 Assumed Bulk Specific Gravity of Oversized Particles:2.7 Corrected for Oversized Particles (ASTM D4718) Maximum Dry Unit Weight (pcf):117.5 Optimum Water Content (%):9.1 Uncorrected Values Maximum Dry Unit Weight (pcf):114.3 Optimum Water Content (%):10.0 Comments: Services: Dente Group - A Terracon Co. Rep.: A. Barron Reported To:N/A Contractor:Ellsworth & Sons Report Distribution: (1) Ellsworth & Son Excavating, Inc., Greg France (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:_______________________________ J. Robichaud, P.E. Department Manager Test Methods:ASTM D698, ASTM D4318, ASTM D4647, ASTM D4718 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Zero Ai r Vo i d s Curv e fo r Ass umed Specific G rav ity 2.50 181716151413121110987654 107 108 109 110 111 112 113 114 115 116 117 118 119 120 Water Content (%)Dry Unit Weight (pcf) CONCRETE SAMPLE PICK-UP REPORT Report Number:JB181036.0027 Service Date:05/03/18 594 Broadway Report Date:05/15/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 Services: Dente Group - A Terracon Co. Rep.: A. Smead Reported To:N/A Contractor:Ellsworth Report Distribution: (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:____________________________________ J. Robichaud, P.E. Department Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0006, 10-16-13, Rev.9 Page 1 of 1 Sample Type: CONCRETE Date Cast: 05/02/18 1 set(s) of 6 samples per set were retrieved and transported to our laboratory and placed in a temperature and humidity-controlled environment for compressive strength testing. PARTICLE SIZE DISTRIBUTION REPORT Report Number: Service Date: Report Date: Task: Client JB181036.0028 05/14/18 05/15/18 The Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 594 Broadway Watervliet, NY 12189-3709 518-266-0310 Great Escape Pandemonium Ride 82 Round Pond Road Queensbury, NY Project Project Number: JB181036 F-M-C SAND, Some F-C Gravel, Little SiltSample Description: Jenkinsville PitSample Location: Sample Information Silty sand with gravel (SM) Laboratory Test Data ASTM D6913Test Method: UnknownMethod: LL Air - 0, LL Oven - 0, PL - 0, PI - 0Atterberg Limits: BulkSample Type: Oven DriedSample Preparation: USCS:Sieving Method: Composite Sieving-Single Separation Percent Finer Pass (X=Fail) Sieve Size Spec.* 3" 2" 1-1/2" 100.0 1" 98.5 3/4" 95.1 1/2" 90.9 3/8" 87.8 1/4" 81.6 #4 77.5 #10 64.3 #40 45.6 #100 23.4 #200 12.4 D =D =D =C =C =60 30 10 c u FM = 1.43 0.20* Comments: The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0027, 06-10-17, Rev.0 Page 1 of 2 PARTICLE SIZE DISTRIBUTION REPORT Report Number: Service Date: Report Date: Task: Client JB181036.0028 05/14/18 05/15/18 The Great Escape Theme Park, L.P. Attn: Danielle Smith 1172 Route 9 Queensbury, NY 12804 594 Broadway Watervliet, NY 12189-3709 518-266-0310 Great Escape Pandemonium Ride 82 Round Pond Road Queensbury, NY Project Project Number: JB181036 Services:Perform gradation analysis on sample of material returned to the office in general accordance with ASTM D6913. Reported To: Contractor: Report Distribution: (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France N/A Ellsworth and Sons J. Robichaud, P.E. Department Manager Reviewed By: Dente Group - A Terracon Co. Rep.: A. Barron Test Methods:ASTM D6913 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0027, 06-10-17, Rev.0 Page 2 of 2 CR0006, 10-16-13, Rev.7 Page 1 of 1 LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT Report Number:JB181036.0028B Service Date: 05/14/18 594 Broadway Report Date:05/15/18 Watervliet, NY 12189-3709 518-266-0310 Client Project The Great Escape Theme Park, L.P.Great Escape Pandemonium Ride Attn: Danielle Smith 82 Round Pond Road 1172 Route 9 Queensbury, NY Queensbury, NY 12804 Project Number: JB181036 Material Information Sample Information Source of Material:Jenkinsville Pit Sample Date:05/01/18 Proposed Use:Sampled By:A. Smead Sample Location:Stockpile Sample Description:F-M-C SAND, Some F-C Gravel, Little Silt Laboratory Test Data Result Specifications Test Procedure:ASTM D1557 Liquid Limit:Non-plastic Test Method:Method B Plastic Limit:Non-plastic Sample Preparation:Dry Plasticity Index:Non-plastic Rammer Type:Manual In-Place Moisture (%): USCS: SM Oversized Particles (%):12.0 Moisture (%):0.5 Sieve for Oversize Fraction:3/8 Assumed Bulk Specific Gravity of Oversized Particles:2.7 Corrected for Oversized Particles (ASTM D4718) Maximum Dry Unit Weight (pcf):127.4 Optimum Water Content (%):7.6 Uncorrected Values Maximum Dry Unit Weight (pcf):123.3 Optimum Water Content (%):8.6 Comments: Services: Dente Group - A Terracon Co. Rep.: A. Barron Reported To:N/A Contractor:Ellsworth and Sons Report Distribution: (1) The Great Escape Theme Park, L.P., Danielle Smith (1) Ellsworth & Son Excavating, Inc., Greg France Reviewed By:_______________________________ J. Robichaud, P.E. Department Manager Test Methods:ASTM D698, ASTM D4318, ASTM D4647, ASTM D4718 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Zero Ai r Vo i d s Curve fo r Ass umed Specific G rav ity 2.60 141312111098765432 121 122 123 124 125 126 127 128 129 Water Content (%)Dry Unit Weight (pcf)