Sample Record for 2024-08-28-45
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995145 DEA: 081P6804 EFIS: 0824000077
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-62-3.34/6.5
Work Description: Remove Debris, Restore Undermined Roadway, Repair Damaged Bridge Piers)
Location Description: 3B08-Riv,SBd-62-R3.34/R6.5, 0.0/R2.64 4BOn HWY 62 in Riv & SBd Counties in Morongo Valley Fr 3.2 Mi W/o Indian Canyon Dr to 0.5 Mi W/o Big Morongo Canyon Rd 5B
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 Monroe Street, Indio, CA 92203
Resident Engineer: Francisco Montellano Structure Rep.: Shukri Abouazra
Sample Information
DIME Sample ID: 2024-08-28-45
TL Number from the TL Form: 178679
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2024
The quantity of what the sample constitutes: 4
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 1071-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NOT PROVIDED
Material Information
The concrete mix design number: NOT PROVIDED
The truck number from where the sample was collected: NOT PROVIDED
The batch plant ticket number from where the sample was collected: NOT PROVIDED
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: MISSION CHANNEL OF. - CUT OFF WALL, RIGHT BRIDGE
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2024-08-28-45-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 09/11/2024
Date Tested: 09/04/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
4020 psi
|
|
Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.00 in
|
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Compressive strength of cylinder 1
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4006.0 psi
|
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Compressive strength of cylinder 2
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4040.3 psi
|
|
Maximum load on cylinder 1
|
113250 lb
|
|
Maximum load on cylinder 2
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114220 lb
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Type of fracture pattern of cylinder 2
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2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
|
1
|
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Correction factor for cylinder 2
|
1
|
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Age of specimen
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7 days
|
Test 2 of 2
DIME Test ID: 2024-08-28-45-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 10/03/2024
Date Tested: 09/25/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
5080 psi
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
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Compressive strength of cylinder 1
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5099.9 psi
|
|
Compressive strength of cylinder 2
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5056.8 psi
|
|
Maximum load on cylinder 1
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144175 lb
|
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Maximum load on cylinder 2
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143460 lb
|
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Type of fracture pattern of cylinder 1
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2
|
|
Type of fracture pattern of cylinder 2
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3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
28 days
|
