Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000403 DEA: 120K91U4 EFIS: 1222000031
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-91-R9.2/R11.4
Work Description: CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY IN ANAHEIM FROM 0.9 MILE WEST TO 1.3 MILES EAST OF LAKEVIEW AVENUE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 16700 Valley View Avenue Suite 300
Resident Engineer: Steve Kinaly Structure Rep.: Wei-Jen Lee
DIME Sample ID: 2026-02-13-5
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Vallejo Field Laboratory
Sample Organization Contact: 9166394315
Type of Sample: Quality Assurance
Type of Material: Precast Concrete
Sample Taken Date: 02/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/17/2026
The quantity of what the sample constitutes: 32.9 Cubic Yards
A brief description of the sample: set of three 4x8 cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Fab California, LLC - Shafter
The concrete mix design number: SCC-S9.8-FG
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 6920
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete sample from wheelbarrow of 4th load of concrete
Where the material sample would have been placed if not sampled: Girder Mark L2.9
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-02-13-5-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/13/2026
Date Tested: 03/13/2026
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: Min F'c @ 28day is 10 Kips
Test Result Compliance:
Additional Comments When Verified:
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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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Apparent mass of submerged cylinder 1
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5.4 lb
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Average diameter of cylinder 1
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3.99 in
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Average diameter of cylinder 2
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3.99 in
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Average diameter of cylinder 3
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3.99 in
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Cross sectional area of cylinder 1
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12.5 in^2
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Cross sectional area of cylinder 2
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12.5 in^2
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Cross sectional area of cylinder 3
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12.5 in^2
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Compressive strength (to nearest 10 psi)
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10470 psi
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Maximum load on cylinder 1
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135060 lb
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Maximum load on cylinder 2
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124380 lb
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Maximum load on cylinder 3
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133110 lb
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Compressive strength of cylinder 1
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10800.0 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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9950.0 psi
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Compressive strength of cylinder 3
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10650 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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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
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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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no data0 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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no data
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