Sample Record for 2025-04-21-31
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000028 DEA: 081J8404 EFIS: 0818000121
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40,58,62,95-Var
Work Description: INSTALL CMS SYSTEM, FURNISH SIGN STRUCTURE, AND SIGN FOUNDATION.
Location Description: SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIRCLE WEST, IRVINE, CA 92606
Resident Engineer: Khoa Nguyen Structure Rep.: Alex Naime
Sample Information
DIME Sample ID: 2025-04-21-31
TL Number from the TL Form: 1076-421
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: 04/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/24/2025
The quantity of what the sample constitutes: 12
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1076-421
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: 1
The batch plant ticket number from where the sample was collected: 8010520
Concrete batch plant: Hi Grade
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CIDH Pile Location 1
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: 2025-04-21-31-1
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: 05/08/2025
Date Tested: 04/28/2025
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
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|
Cross sectional area of cylinder 3
|
12.69 in^2
|
|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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|
Compressive strength (to nearest 10 psi)
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3400 psi
|
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Average diameter of cylinder 1
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4.02 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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3368.0 psi
|
|
Compressive strength of cylinder 2
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3494.9 psi
|
|
Average diameter of cylinder 3
|
4.02 in
|
|
Compressive strength of cylinder 3
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3346.7 psi
|
|
Maximum load on cylinder 1
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42740 lb
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Maximum load on cylinder 2
|
44350 lb
|
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Maximum load on cylinder 3
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42470 lb
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Type of fracture pattern of cylinder 1
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5
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Type of fracture pattern of cylinder 2
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5
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Type of fracture pattern of cylinder 3
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5
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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
|
7 days
|
Test 2 of 3
DIME Test ID: 2025-04-21-31-2
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: 05/05/2025
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
|
12.63 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
3860 psi
|
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Average diameter of cylinder 1
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4.02 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
|
3810.1 psi
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Compressive strength of cylinder 2
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3763.6 psi
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Average diameter of cylinder 3
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4.01 in
|
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Compressive strength of cylinder 3
|
4011.9 psi
|
|
Maximum load on cylinder 1
|
48350 lb
|
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Maximum load on cylinder 2
|
47760 lb
|
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Maximum load on cylinder 3
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50670 lb
|
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Type of fracture pattern of cylinder 1
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1
|
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Type of fracture pattern of cylinder 2
|
1
|
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Type of fracture pattern of cylinder 3
|
2
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|
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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14 days
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Test 3 of 3
DIME Test ID: 2025-04-21-31-3
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)
|
4560 psi
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Compressive strength of cylinder 1
|
4447.3 psi
|
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Compressive strength of cylinder 2
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4728.4 psi
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Compressive strength of cylinder 3
|
4498 psi
|
|
Maximum load on cylinder 1
|
56170 lb
|
|
Maximum load on cylinder 2
|
59720 lb
|
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Maximum load on cylinder 3
|
56810 lb
|
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Type of fracture pattern of cylinder 1
|
5
|
|
Type of fracture pattern of cylinder 2
|
2
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Type of fracture pattern of cylinder 3
|
2
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|
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
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