Sample Record for 2025-04-08-16
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995494 DEA: 081K4904 EFIS: 0819000050
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R105.1/R105.9
Work Description: BUILDING WORK, HMA, AND TEMPORARY PORTABLE SANITARY FACILITIES.
Location Description: SAN BERNARDINO COUNTY ABOUT 36 MILES WEST OF NEEDLES FROM 2.1 MILES TO 1.3 MILES WEST OF GOFFS ROAD UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 Monroe Street, Indio, CA 92203
Resident Engineer: Anthony Doan Structure Rep.: Alejandrino Naime
Sample Information
DIME Sample ID: 2025-04-08-16
TL Number from the TL Form: 1075-06
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: 04/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/10/2025
The quantity of what the sample constitutes: 9
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 1075-06
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HI GRADE
Material Information
The concrete mix design number: Not Provided
The truck number from where the sample was collected: 287
The batch plant ticket number from where the sample was collected: 34002799
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Type 15 Pole CIDHs, 6 on EB side only EBL02 line 6 Type 15 CIDH Footings.
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2025-04-08-16-1
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: 04/23/2025
Date Tested: 04/22/2025
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
|
3
|
|
Test performed
|
With no density determined
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|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.69 in^2
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|
Cross sectional area of cylinder 3
|
12.69 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
3840 psi
|
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Average diameter of cylinder 1
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4.01 in
|
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Average diameter of cylinder 2
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4.02 in
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Compressive strength of cylinder 1
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3906.6 psi
|
|
Compressive strength of cylinder 2
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3864.5 psi
|
|
Average diameter of cylinder 3
|
4.02 in
|
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Compressive strength of cylinder 3
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3738.4 psi
|
|
Maximum load on cylinder 1
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49340 lb
|
|
Maximum load on cylinder 2
|
49040 lb
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Maximum load on cylinder 3
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47440 lb
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Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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1
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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
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1
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Correction factor for cylinder 2
|
1
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Correction factor for cylinder 3
|
1
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Age of specimen
|
14 days
|
Test 2 of 3
DIME Test ID: 2025-04-08-16-2
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: 05/08/2025
Date Tested: 05/06/2025
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
|
3
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
4340 psi
|
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Average diameter of cylinder 1
|
4.02 in
|
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Average diameter of cylinder 2
|
4.02 in
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Compressive strength of cylinder 1
|
4299.4 psi
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Compressive strength of cylinder 2
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4395.6 psi
|
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Average diameter of cylinder 3
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4.02 in
|
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Compressive strength of cylinder 3
|
4326.2 psi
|
|
Maximum load on cylinder 1
|
54560 lb
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Maximum load on cylinder 2
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55780 lb
|
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Maximum load on cylinder 3
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54900 lb
|
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Type of fracture pattern of cylinder 1
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1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Type of fracture pattern of cylinder 3
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
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|
Correction factor for cylinder 2
|
1
|
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Correction factor for cylinder 3
|
1
|
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Age of specimen
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28 days
|
Test 3 of 3
DIME Test ID: 2025-04-08-16-3
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: 05/20/2025
Date Tested: 05/20/2025
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
|
3
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
4680 psi
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Compressive strength of cylinder 1
|
4739.5 psi
|
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Compressive strength of cylinder 2
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4484.6 psi
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Compressive strength of cylinder 3
|
4819.5 psi
|
|
Maximum load on cylinder 1
|
59860 lb
|
|
Maximum load on cylinder 2
|
56640 lb
|
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Maximum load on cylinder 3
|
60870 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Type of fracture pattern of cylinder 3
|
1
|
|
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
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
|
42 days
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