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Concrete compression 05172021 REINFORCING STEEL OBSERVATIONS REPORT MIR111 J ,COMPA , ti Report.Number: JB211030.0009 11111. 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 N SPREAD FOUNDATION ❑ GRADE BEAM ❑ FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ❑ OTHER n V E �D�) 77�9 1 , 3 REFERENCE DRAWINGS: Structural plans crIRY- LOCATION:Walk-over bridge gUILDINCC>D', N REQUIRED BAR SIZE N REQUIRED GRADE STEEL N REQUIRED BAR SPACING e N REQUIRED BAR CLEARANCE N REQUIRED SPLICES N 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 Park,L.P., Rebecca Wood Lorraine Caricari Reviewed By: Ni 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. Cr0001,10-16-13,Rev.10 Page 1 of 1 Find messages,documents,photos or people f DEAN Compose F Back p « ® ® ••• ® JB211030.0005.Concrete Compressive Strength T... Page 1 IIneox 54 **Tltis entail has originated outside the organization-VERIFY the Unread source before clielcin-,on links,opening attachments,or CONCRETE COMPRESSIVE STRENGTH TEST REPOR responding.** Report Number: JB211030.0005 Starred Service Date: 0511121 Drafts Report Date: 0511921 Task.- Sant __ Client Prole Archive Report Mile iSvNce IRIeName The Great Fscape Theme ParL.LP_ The Date Attn:Rebecca Wood 1172 I— ----��'--------------- — --� 1172 Route 9 Quee Spam Con?compressive j B211030.000S.Concrete Compressive Strength Quccnsbury,NY 12804 05111/2mi Tres In j Strength Test est2021-05-1l.Rpt0005.pdf Pmic Less I Reinforcing Steel 8211030.0009.Reinlocing Steel Observallans.2021-it• Material Information Saml 1 Observations iF05117�=�l DS 17.Rpt.00cs.pdf — — i Specified Strength: 4,000 psi(n 28 days Sami Saml s B211030.0011.Conoete Sample Pick-Up.2021-05- I nlislD: 40018 WealYews Hide j Concete Sample Pick-Up 1 812021 i 18.Rpt.0011.pd} Supplier: lointa Galnsha LLC Accu j — _ _ __t Photos -- - Balch Time: Plant: Plact Truck No.: 4912 TicketNo.: 1499 date Documents Field Test Data %ate This electronic communication and its attachments are forwarded to you Saml Subscriptions Test Result Specification Place p for convenience.If this electronic transmittal contains Design Sump(in):): T - 4 Groceries Information or Recommendations and not just general conrespondence, Air Content(/): 7.0 4.5-7.s Dente Group-A Ten-aeon Co.will submit a follow-up hard copy via mail Concrete Temp.(F): 63 45-90 Deals. or delivery for your records,and this hard copy will serve as a final Ambient Temp.(F): 49 record.In the event of conflict between electronic and hard co Plastic Unit wL(pcQ: Receipts copy Yield(Cu.Yds.): documents,the hard copy will govern.The above disclaimer does not Travel apply with respect to documents sent with a digital signature.Please note Laboratory Test Data that any files delivered in electronic medium may not work on systems Set Specimen Avg Diam. Area Date weight Da Folders Hide and software different than those with which they were originally No. ID (in) (sq m) Received pbs) To produced.Dente Group-ATerracon Co.makes no warranty as to the i A 4.00 12.57 0511?n_1 8.45 0511 New Folder compatibility of these files with any other system or software.This e-mail I B 4.00 12.57 o5112n_1 935 0610 and any attachments transmitted with it are the property of Dente Group- I C 4.00 12.57 05/122I 8-45 0610 Drafts I D 4.00 1_,57 05/12/21 8.40 0610 A Terracon Co.and may contain information that is confidential or I E 0511221 SAO Notes otherwise protected from disclosure.The information it contains is I F 05112n_1 8.45 intended solely for the use of the one to whom it is addressed,and any Initial cure: onsite Cooler Final Cum: Moist Room Sent Messa other recipient should destroy all copies. Comments: Not tested for plastic unit it eight. Note:Reported air content does not include Aggregate Correct Terracon provides environmental,facilities,geotechnical,and materials consulting engineering services delivered with responsiveness,resourcefulness,and Samples Made By:Denle Group-ATerracon Co. reliability. Privates anri rnnrvfonfial ac rfptailprf harp Aw w tpmr ..nn remldicalaimpr) If vnu -_. __- _-_____-.__.___. ___ .__. CONCRETE COMPRESSIVE STRENGTH TEST REPORT °°°�®II 71L`I rfacAfl C061PANY Iteport Number: JB211030.0010 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 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 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: l (1)The Great Escape Theme Park,L.P.,Rebecca (1)The Great Escape Theme Park,LP.,Lorraine Reviewed By: —J . Wood Caricari Jared 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. CR0001,11-16-12,Rev.6 Page 1 of 1