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Steel observation c REINFORCING STEEL OBSERVATIONS REPORT "Neuman Report Number: JB211030.0009 Service Date: 05/17/21 30 Corporate Cir Ste 201 Report Date: 05/19/21 Albany,NY 12203-5169 518-266-0310 Client Project The Great Escape Theme Park,L.P. The Great Escape Theme Park Attn:Rebecca Wood 1172 State Rte 9 1172 Route 9 Queensbury,NY 12804 Queensbury,NY 12804 Project Number: JB211030 l SPREAD FOUNDATION ❑ GRADE BEAM ❑ FOUNDATION WALL 0 STRUCTURAL SLAB ❑ CLASSIFICATION 0 OTHER REFERENCE DRAWINGS: Structural plans LOCATION:Walk-over bridge El REQUIRED BAR SIZE El REQUIRED GRADE STEEL El REQUIRED BAR SPACING El REQUIRED BAR CLEARANCE El REQUIRED SPLICES El CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS 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.: Philip Ayoreh Reported To: The foreman Contractor: Rozell Report Distribution: (1)The Great Escape Theme Park L.P., (1)The Great Escape Theme Perk L.P., Rebecca Wood Lorraine Caricari Reviewed By: M. 'H Materials Department Manager The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. Thls 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. Cr0001,10-16-13,Rev.10 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT u���a A1rerraCan COMPANY Report Number: JB211030.0010 Service Date: 05/17/21 30 Corporate Cir Ste 201 Report Date: 05/31/21 Albany,NY 12203-5169 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. The Great Escape Theme Park Attn:Rebecca Wood 1172 State Rte 9 1172 Route 9 Queensbury,NY 12804 Queensbury,NY 12804 Project Number:JB211030 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 05/17/21 Sample Time: 1300 Sampled By: Philip Ayoreh Mix ID: 20417-C Weather Conditions: sunny Supplier: Jointa Galusha Accumulative Yards: 6.50 Batch Size(cy): 6.5 Batch Time: 1230 Plant: 1 Placement Method: Direct Discharge Truck No.: 4907 Ticket No.: 1676 Water Added Before(gal): Field Test Data Water Added After(gal): Sample Location: Truch chute Test Result Specification Placement Location: Stemin Demon Access bridge Piers Slump(in): 3 3 -5 (3) Air Content(%): 7.5 4.5-7.5 Concrete Temp.(F): 65 45-90 Ambient Temp.(F): 72 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 05/18/21 8.20 05/24/21 7 48,100 3,830 2 ADB 1 B 4.00 12.57 05/18/21 8.30 06/14/21 28 1 C 4.00 12.57 05/18/21 8.20 06/14/21 28 1 D 4.00 12.57 05/18/21 8.25 06/14/21 28 1 E 05/18/21 8.20 Hold 1 F 05/18/21 8.20 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Comments: Not tested for plastic unit weight. Note: Reported air content does not include Aggregate Correction Factor(ACF). • 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.: Philip Ayoreh Reported To: The foreman Contractor: Rozell Report Distribution:(1)The Great Escape Theme Park,L.P.,Rebecca (1)The Great Escape Theme Park,L.P.,Lorraine Reviewed By: We/1/4. Wood Caricari M.Mc apr Materials Department Manager 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. Page 1 of 1 CR0001,11-16-12,Rev.6 CONCRETE SAMPLE PICK-UP REPORT "'�r1�a� Report Number: JB211030.0011 U�ta�.lrerracon COMPANY Service Date: 05/18/21 30 Corporate Cir Ste 201 Report Date: 05/19/21 Albany,NY 12203-5169 518-266-0310 Client Project The Great Escape Theme Park,L.P. The Great Escape Theme Park Attn:Rebecca Wood 1172 State Rte 9 1172 Route 9 Queensbury,NY 12804 Queensbury,NY 12804 Project Number: JB211030 Sample Type: 4"by 8"cylinder Date Cast: 5/17/21 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.: Philip Ayoreh Reported To: The foreman Contractor: Report Distribution: (1)The Great Escape Theme Park,L.P., (1)The Great Escape Theme Park,L.P., Rebecca Wood Lorraine Caricari • Reviewed By: M. Materials 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 r r ill .,�� CONCRETE COMPRESSIVE STRENGTH TEST REPORT °irl� nll'rrawn COMPANY Report Number: JB211030.0005 Service Date: 05/11/21 30 Corporate Cir Ste 201 Report Date: 05/19/21 Albany,NY 12203-5169 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. The Great Escape Theme Park Attn:Rebecca Wood 1172 State Rte 9 . 1172 Route 9 Queensbury,NY 12804 Queensbury,NY 12804 Project Number:JB211030 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 05/11/21 Sample Time: Sampled By: Philip Ayoreh Mix ID: 40018 Weather Conditions: cloudy Supplier: Jointa Galusha LLC Accumulative Yards: 10 Batch Size(cy): 10 Batch Time: Plant: Placement Method: Direct Discharge Truck No.: 4912 Ticket No.: 1499 Water Added Before(gal): Field Test Data Water Added After(gal): Sample Location: Truck chute Test Result Specification Placement Location: Outlaw ride footings Slump(in): 4 2 -4 Air Content(%): 7.0 4.5-7.5 Concrete Temp.(F): 63 45-90 Ambient Temp.(F): 49 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 05/12/21 8.45 05/18/21 7 49,190 3,910 5 ADB 1 B 4.00 12.57 05/12/21 8.35 06/08/21 28 1 C 4.00 12.57 05/12/21 8.45 06/08/21 28 1 D 4.00 12.57 05/12/21 8.40 06/08/21 28 1 E 05/12/21 8.40 Hold 1 F 05/12/21 8.45 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Comments: Not tested for plastic unit weight. Note: Reported air content does not include Aggregate Correction Factor(ACF). 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.: Philip Ayoreh Reported To: The foreman Contractor: Rozell Industries Report Distribution: (1)The Great Escape Theme Park,L.P.,Rebecca (1)The Great Escape Theme Park,L.P.,Lorraine Wood Caricari 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. Page 1 of 2 CR0001,11-16-12,Rev.6 ri CONCRETE COMPRESSIVE STRENGTH TEST REPORT U irra AlferraconcoMPa,r Report Number: JB211030.0005 Service Date: 05/11/21 30 Corporate Cir Ste 201 Report Date: 05/19/21 Albany,NY 12203-5169 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. The Great Escape Theme Park Attn:Rebecca Wood 1172 State Rte 9 1172 Route 9 Queensbury,NY 12804 Queensbury,NY 12804 Project Number:JB211030 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 05/11/21 Sample Time: Sampled By: Philip Ayoreh Mix ID: 40018 Weather Conditions: cloudy Supplier: Jointa Galusha LLC Accumulative Yards: 50 Batch Size(cy): 10 Batch Time: 1000 Plant: _ Placement Method: Direct Discharge Truck No.: 4913 Ticket No.: 1512 Water Added Before(gal): Field Test Data Water Added After(gal): Sample Location: Truck chute Test Result Specification Placement Location: Outlaw ride footings Slump(in): 3 1/2 2 -4 Air Content(%): 6.8 4.5-7.5 Concrete Temp.(F): 65 45-90 Ambient Temp.(F): 55 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 (Ibs) Tested (days) (Ibs) (psi) Type By 2 A 4.00 12.57 05/12/21 8.70 05/18/21 7 52,970 4,220 5 ADB 2 B 4.00 12.57 05/12/21 8.60 06/08/21 28 2 C 4.00 12.57 05/12/21 8.55 06/08/21 28 2 D 4.00 12.57 05/12/21 8.65 06/08/21 28 2 E 05/12/21 8.60 Hold 2 F 05/12/21 8.55 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Comments: Not tested for plastic unit weight. Note: Reported air content does not include Aggregate Correction Factor(ACF). 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.: Philip Ayoreh Reported To: The foreman Contractor: Rozell Industries Report Distribution: (1)The Great Escape Theme Park,L.P.,Rebecca (1)The Great Escape Theme Park,L.P.,Lorraine Reviewed By: Wood Caricari M.Mc my Materials Department Manager 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. Page 2 of 2 CR0001,11-16-12,Rev.6 • CONCRETE COMPRESSIVE STRENGTH TEST REPORT AlErrarbr--- r COUMW Report Number: JB211030.0010 !hod Service Date: 05/17/21, 30 Corporate Cir Ste 201 Report Date: 06/14/21 Revision 1-28-day results Albany,NY 12203-5169 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. The Great Escape Theme Park Attn:Rebecca Wood 1172 State Rte 9 1172 Route 9 Queensbury,NY 12804 Queensbury,NY 12804 Project Number:JB211030 Material Information Sample Information Specified Strength: 4,000 psi @ 28 days Sample Date: 05/17/21 Sample Time: 1300 Sampled By: Philip Ayoreh Mix ID: 20417-C Weather Conditions: sunny Supplier: Jointa Galusha Accumulative Yards: 6.50 Batch Size(cy): 6.5 Batch Time: 1230 Plante 1 Placement Method: Direct Discharge Truck No.: 4907 Ticket No.: 1676 Water Added Before(gal): Water Added After(gal): Field Test Data Sample Location: Truch chute Test Result Specification Placement Location: Stemin Demon Access bridge Piers Slump(in): 3 3 -5 Mr Content(%): 7.5 4.5-7.5 Concrete Temp.(F): 65 45-90 Ambient Temp.(F): 72 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 (Ibs) Tested (days) (ibs) (psi) Type By 1 A 4.00 12.57 05/18/21 8.20 05/24/21 7 48,100 3,830 2 ADB 1 B 4.00 12.57 05/18/21 8.30 06/14/21 28 58,150 4,630 2 ADB 1 C 4.00 12.57 05/18/21 8.20 06/14/21 28 55,790 4,440 2 ADB 1 D 4.00 12.57 05/18/21 8.25 06/14/21 28 57,810 4,600 2 ADB Average(28 days) 4,560 1 E 05/18/21 8.20 Hold 1 F 05/18/21 8.20 Hold Initial Cure: Onsite Cooler Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Note: Reported air content does not include Aggregate Correction Factor(ACF). 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.: Philip Ayoreh Reported To: The foreman Contractor: Rozell Report Distribution: Reviewed B : ff (1)The Great Escape Theme Park,L P.,Rebecca (1)The Great Escape Theme Pads,LP.,Lorraine y Wood Carload Jared i;s� ' - Staff Geo ogist 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. Page 1 of 1 CR0001,11-16d2,Rev.6 . JARRETT Engineers, PLLC Civil&Environmental Engineering Statement of Special Inspections Date: March 12, 2021 0EE_____7cEcticiLjProject: JME#01-054.75 Steamin' Demon Access Modification Location: 1172 State Route 9, Town of Queensbury �� b "� Owner: The Great Escape—Six Flags 2E3 1 Structural Engineer of Record: TOWN OF QUEENSr URY Jarrett Engineers,PLLC BUILDING CODES 12 E. Washington Street Glens Falls,NY 12801 ' I- ZOZI Drawing Set(s) Stamped by H. Thomas Jarrett,NYS Lic.No. 057509,Rev. B - dated March 12, 2021. Drawing List as follows: Cover EX1 Existing Plan FILE COPY Cl Site Plan C2 Elevated Walkway Plan D 1 Construction Details D2 Construction Details During construction of the above referenced project, it is required that special inspections as outlined in Chapter 17 of the 2018 International Building Code (NYS Building Code 2020) are to be provided for by the owner. The following work components will require special inspection with the identified special inspector entity: Work Component Inspection Identified Special Inspector Site/Soils/Foundations Inspection of soil conditions/compaction Periodic Dente-TerraCon (drawings and Geo-tech report) Verification of soils(drawings and Geo- Periodic Dente-TerraCon tech report) Concrete Placement of reinforcing steel _ Periodic .Dente-TerraCon Concrete Mix Design Periodic Jarrett Engineers,PLLC Concrete Materials Testing Periodic Dente-Terracon Framing Inspection of Steel Periodic Jarrett Engineers,PLLC Inspection of Welding Periodic Jarrett Engineers,PLLC Wood Decking Periodic Jarrett Engineers,PLLC Special Inspectors are to make periodic or continuous inspections during construction as identified in chart above or on the design drawings to review the installed structural components of the proposed structure. Each Special Inspector is to provide the Town of Queensbury a final report of special inspection documenting the appropriate completion of each work component inspected. Page 1 of 2 If you have any questions or comments regarding the above please feel free to give me a call at(518)792- 2907. Sincerely, JARRETT Engineers,PLLC • Robert U.Holmes II,P.E. Project Manager F:IDataFile120011Sr•`o' c-hfiles'1 rr�l Esc 4 1,rs � �43•oj10,1 A5�7Vreat Escape Yenues101-054.75 Steam Demon Queue Linel Work Docs101054.75 210312 Q LinelSrce FilesI01054.75 210312 Demon Access Walkway Statmnt Spec Inspct.docx