Concrete compression 06032021 CONCRETE COMPRESSIVE STRENGTH TEST REPORT " ''"
AlFarrem41 MCOAM/
Report Number: J13211030.0013 '
Service Date: 06/03/21 30 Corporate Cir Ste 201
Report Date: 06/14/21 Albany,NY 12203-5169
Task: 5,18-266-0310
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: 06/03/21 Sample Time: 1310
Sampled By: Mark Erceg
Mix ID: 40018 Weather,Conditions: Mostly sunny
Supplier: Jointa Galusha Accumulative Yards: 11.5 Batch Size(cy): 11.5
Batch Time: 1225 Plant: Placement Method: Direct Discharge
Truck No.: 4912 Ticket No.: 2067 Water Added Before(gal): 0
Field Test Data Water Added After(gal): 0
Sample Location: Portal foundation
Test Result Specification Placement Location: Outlaw portal foundations,two shear
Slump(in): 4 walls east of the mast foundation
Air Content(%): 5.5
Concrete Temp.(F): 75 40-95
Ambient Temp.(F): 68
Plastic Unit Wt.(pef):
Yield(Cu.Yds.):
Laboratory Test Data Age at Maximum Compressive .
Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Tested
No. ED (in) (sq in). Received (lbs) - Tested (days) . _ (lbs) (psi)- Type By
1 A 4.01 12.63 06/04/21 8.70 06/10/21 7 53,390 4,230 2 ADB
1 B 4.00 12.57 06/04/21 8.70 07/01/21 28
1 C 4.00 12.57 06/04/21 8.70 07/01/21 28
1 D 4.00 12.57 06/04/21 9.75 07/01/21 28
1 E 06/04/21 8.70 Hold
1 F 06/04/21 8.65 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 Terracen Co.Rep.: Mark Erceg
Reported To: The foreman
Contractor: Rozell
Report Distribution: Reviewed B
(1)The Great Escape Theme Park,L.P.,Rebecca (1)The Great Escape Theme Park,L.P.,Lorraine Reviewed -
Wood Caricari M.MC
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 ASTOA,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.
CR0001,11-16-17,acv.6 Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT /�
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Deport Number: JB211030.0013
Service Date: 06/03/21 30 Corporate Cir Ste 201
Report Date: 06/14/21 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: 06/03/21 Sample Time: 1310
Sampled By: Mark Erceg
Mix ID: 40018 Weather Conditions: Mostly sunny
Supplier: Jointa Galusha Accumulative Yards: 11.5 Batch Size(cy): 11.5
Batch Time: 1225 Plant: Placement Method: Direct Discharge
Truck No.: 4912 Ticket No.: 2067 Water Added Before(gal): 0
Field Test Data Water Added After(gal): 0
Sample Location: Portal foundation
Test Result Specification Placement Location: Outlaw portal foundations,two shear
Slump(in): 4 walls east of the mast foundation
Air Content(%): 5.5
Concrete Temp.(IF): 75 40-95
Ambient Temp.(F): 68
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 4.01 12.63 06/04/21 8.70 06/10/21 7 53,390 4,230 2 ADB
1 B 4.00 12.57 06/04/21 8.70 07/01/21 28
1 C 4.00 12.57 06/04/21 8.70 07/01/21 28
1 D 4.00 12.57 06/04/21 8.75 07/01/21 28
1 E 06/04/21 8.70 Hold
1 F 06/04/21 8.65 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.: Mark Erceg
Reported To: The foreman
Contractor: Rozell
Report Distribution:
(1)The Great Escape Theme Park,L.P.,Rebecca (1)The Great Escape Theme Park,LP.,Lorraine Reviewed By:
Wood Caricari MI.Mc nry
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.
CR0001,11-16-12,Rev.e Page 1 of 1
DE-C--EowE
JUN 2 8 2021
TOWN OF QUEENSBURY
® q
UILDING&CODES
SHOP DRAWING REVIEW--
Fx-1 NO EXCEPTIONS TAKEN
F-1 MAKE CORRECTIONS NOTED
F-1 REVISE AND RESUBMIT
F-1 REJECTED
REVIEW IS FOR GENERAL COMPLIANCE WITH
CONTRACT DOCUMENTS AND
SPECIFICATIONS. NO RESPONSIBILITY IS
ASSUMED BY THIS ENGINEER. THE
CONTRACTOR IS RESPONSIBLE FOR
CORRECTNESS OF QUANTITIES, DIMENSIONS
AND DETAILS. SUBMITTING CONTRACTOR
ASSUMES FULL RESPONSIBILITY FOR
ADDITIONAL ENGINEERING COSTS AND
COSTS TO OTHER CONTRACTORS DUE TO
SUBSTITUTIONS.
CASE
Engineering Inc®
AtuuCans T6)63Sa-i6ts?
St Laois,A10 610-6 I P 636339.17"
BY. A. Mansouri DATE 4/8/2021