Sample Record for 2025-04-22-33
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: 2025-04-22-33
TL Number from the TL Form: 1076-422
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: 04/22/2025
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: 1076-422
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: 8010566
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 3
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: 2025-04-22-33-1
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: 04/29/2025
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
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With no density determined
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|
Cross sectional area of cylinder 1
|
12.57 in^2
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|
Cross sectional area of cylinder 2
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12.63 in^2
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|
Cross sectional area of cylinder 3
|
12.57 in^2
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|
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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3390 psi
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Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
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4.01 in
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Compressive strength of cylinder 1
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3477.3 psi
|
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Compressive strength of cylinder 2
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3364.2 psi
|
|
Average diameter of cylinder 3
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4.00 in
|
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Compressive strength of cylinder 3
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3325.4 psi
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Maximum load on cylinder 1
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43710 lb
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Maximum load on cylinder 2
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42490 lb
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Maximum load on cylinder 3
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41800 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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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
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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: 2025-04-22-33-2
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
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 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)
|
3810 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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4.00 in
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Compressive strength of cylinder 1
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3749.0 psi
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Compressive strength of cylinder 2
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3860.0 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
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3813.9 psi
|
|
Maximum load on cylinder 1
|
47350 lb
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Maximum load on cylinder 2
|
48520 lb
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Maximum load on cylinder 3
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48170 lb
|
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Type of fracture pattern of cylinder 1
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3
|
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Type of fracture pattern of cylinder 2
|
1
|
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Type of fracture pattern of cylinder 3
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3
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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: 2025-04-22-33-3
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)
|
4480 psi
|
|
Average diameter of cylinder 1
|
4.01 in
|
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Average diameter of cylinder 2
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4.01 in
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Compressive strength of cylinder 1
|
4635.8 psi
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Compressive strength of cylinder 2
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4445.0 psi
|
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Average diameter of cylinder 3
|
4.01 in
|
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Compressive strength of cylinder 3
|
4350 psi
|
|
Maximum load on cylinder 1
|
58550 lb
|
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Maximum load on cylinder 2
|
56140 lb
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Maximum load on cylinder 3
|
54940 lb
|
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Type of fracture pattern of cylinder 1
|
2
|
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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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