HomeMy WebLinkAboutFile Documents.13 E Water Pl.0008-2023-BREP (16) CT L I T H O M P S O N Compressive Strength of Concrete Report#:CC-000002
p g 11/29/2023
Founded in 1971 Test Method:ASTM C 39 Report Date: 12/29/2023
Sample: 124240
Glenwood Springs Client: Project:
234 Center Drive City of Aspen GS06786.000E-365
Glenwood Springs,CO 81601 427 Rio Grande Place 13 East Water Place
Phone:970-945-2809 Aspen,CO 81611 13 East Water Place
Aspen,CO
Sample Details
Set#: 2 Technician: Barto, Matthew Batched: 10:49 MST
Specimen Size: 4"X 8" Cast By: Barto, Matthew Sampled: 12:50 MST
Specimens In Set: 5 Date Cast: 11/29/23 Cast: 13:00 MST
Truck/Ticket#: 155/186579 Sampled From: Chute Truck Empty: 13:25 MST
Contractor: Placement Method: Chute Placement Time: 156(min)
Location
Placement Location: Various
Location Details: South half micropile cap
Sample Location/Notes: None
Batch Log Specifications
Supplier: Casey Concrete Strength: 4500(psi)
On-Site Admixtures: None
Field Measurements
Weather: Slump(in): 6 Plastic Unit Weight: 142.5(Ib/ft3)
Air Temperature(F): Concrete Temp(F): 75 Air Content: 4.6
Load Volume: 8.00(yd3)
Standard Cure Field Cure
Lab Test Results
Testing Lab: Glenwood Springs,234 Center Drive,Glenwood Springs,CO,81601
Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping
Number Age Days Date Cure Days Diameter(in) Area(in2) (Ibs) (psi) Type Remark Method
2-1 7 12/06/23 6/1 4.00 12.57 44,180 3,520 3 N
2-2 28 12/27/23 6/22 4.00 12.57 58,085 4,620 5 C4 N
2-3 28 12/27/23 6/22 4.00 12.57 58,101 4,620 5 C4 N
2-4 28 12/27/23 6/22 4.00 12.57 59,296 4,720 5 C4 N
2-5 28 12/27/23 6/22
Test Age Average Strengths(psi):7 Day-3520,28 Day-4650
Capping Methods
C4:Strength is greater than or equal to f'c. N: Unbonded Caps(ASTM C1231)
Tested By:Thomas Downing(1),Ryan Peskuski(2,3,4,5)
Checked In : 12/05/2023(1,2,3,4,5)
General Remarks
Notified contractor of physical property results.Reviewed by RB.
' A
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TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
Test results relate only to the sample tested. Page 1 of 1
Cylinders received in good condition unless noted otherwise. Physical properties of concrete(ASTM C143,C231,C138,C1064).
This Report should not be reproduced,except in full,without the prior authorization of CTLIThompson Inc.