HomeMy WebLinkAboutFile Documents.13 E Water Pl.0008-2023-BREP (17) C T L ! T H O M P S O N Com ressive Stren th of Grout Report#: GCF-000001
p g 11/15/2023
Cube Report Date: 12/19/2023
Test Method: Sample: 123813
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#: 1 Technician: Barto,Matthew Batched:
Specimen Size: 2"X 2"X 2" Cast By: Barto,Matthew Sampled: 14:30 MST
Specimens In Set: 6 Date Cast: 11/15/23 Cast: 14:35 MST
Contractor: B&Y Drilling Inc. Sampled From: Pump
Location
Placement Location: Micropile
Location Details: South half micropile cap.
Sample Location/Notes: Grout placed upon completion of micropile installation(Williams hollow injection bars)
Batch Log Specifications
Batch Consistency: Fluid Strength: 3000(psi)
Field Measurements
Weather: Consistency: Spread Air Content:
Air Temperature(F): Grout Temp(F): 68
Standard Cure Field Cure
Lab Test Results
Testing Lab: Glenwood Springs,234 Center Drive,Glenwood Springs,CO,81601
Specimen Test Test Field/Lab Max Load Strength Break Capping
Number Age Days Date Cure Days Area(in2) (Ibs) (psi) Remark Method
1-1 7 FC 1• 1/22/23 2- /5 4.00 18,633 4,660 N
1-2 7 FC 1• 1/22/23 2- /5 4.00 21,545 5,390 N
1-3 29 FC 1• 2/14/23 2/27 4.00 27,912 6,980 N
1-4 29 FC 1• 2/14/23 2/27 4.00 27,453 6,860 N
1-5 29 FC 1• 2/14/23 2/27 4.00 27,976 6,990 N
1-6 29 FC 1• 2/14/23 2/27 4.00 28,949 7,240 N
Test Age Average Strengths(psi):7 Day FC-5020,29 Day FC-7020
Break Remarks Capping Methods
Tested By: Ryan Peskuski(1,2,3,4,5,6) N: Unbonded Caps(ASTM C1231)
Checked In : 11/17/2023(1,2,3,4,5,6)
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