Sample Record for 2026-09-25-30
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001613 DEA: 060V6104 EFIS: 0616000222
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-119-28.2/31.3
Work Description: HMA (TYPE A), RCP, CLASS 2 AB, ROADWAY EXC, AND MODIFYING SIGNAL.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE WEST OF ASHE ROAD TO ROUTE 119/99 SEPARATION
Contractor Name: Griffith Company (Austin Fitch)
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Albert Heredia
Sample Information
DIME Sample ID: 2026-09-25-30
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 09/25/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/20/2026
The quantity of what the sample constitutes: Structural Concrete Retaining Wall
A brief description of the sample: structural concrete
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: metro, Bakersfield
Material Information
The concrete mix design number: metro
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Sampled at Belt Cut
Concrete batch plant: Metro Bakersfield
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Plant
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-09-25-30-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/30/2026
Date Tested: 09/30/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
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US Units
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|
Number of specimens
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3
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|
Test performed
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With no density determined
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|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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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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4.00 in
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Average diameter of cylinder 3
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4.00 in
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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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2890 psi
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Maximum load on cylinder 1
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36040 lb
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Maximum load on cylinder 2
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37010 lb
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Maximum load on cylinder 3
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35930 lb
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Compressive strength of cylinder 1
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2867.1 psi
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Type of fracture pattern of cylinder 1
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5
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Compressive strength of cylinder 2
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2944.3 psi
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Compressive strength of cylinder 3
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2858.4 psi
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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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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
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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5 days
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Age of specimen in hours
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no data0 hours
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Test
DIME Test ID: 2026-09-25-30-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/02/2026
Date Tested: 10/02/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
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|
Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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3050 psi
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Maximum load on cylinder 1
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38130 lb
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Maximum load on cylinder 2
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40560 lb
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Maximum load on cylinder 3
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36480 lb
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Compressive strength of cylinder 1
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3033.4 psi
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Type of fracture pattern of cylinder 1
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4
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Compressive strength of cylinder 2
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3226.7 psi
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Compressive strength of cylinder 3
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2902.1 psi
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Type of fracture pattern of cylinder 2
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1
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Type of fracture pattern of cylinder 3
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4
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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
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1
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Age of specimen
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28 days
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Age of specimen in hours
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no data0 hours
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