Sample Record for 2026-08-28-38
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001248 DEA: 120K93U4 EFIS: 1224000084
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-57,91-13.9/16.1,4.8/6.6
Work Description: CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS.
Location Description: ANAHEIM AND PLACENTIA ON ROUTE 57 FROM WAGNER AVENUE OVERCROSSING TO 0.2 MILE NORTH OF MIRALOMA AVENUE OVERCROSSING AND ON ROUTE 91 FROM 0.1 MILE EAST OF ACACIA STREET UNDERCROSSING TO 0.2 MILE EAST OF LA PALMA AVENUE OVERCROSSING
Contractor Name: OHLA USA, INC
Contractor Address: 2550 East Miraloma Way, Suite 200, Anaheim, CA 92806
Resident Engineer: Charlie Nakamoto Structure Rep.: Lance Yamashiro
Sample Information
DIME Sample ID: 2026-08-28-38
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: 08/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2026
The quantity of what the sample constitutes: 18 CY
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: Pinnacle Prestress, Inc.
Material Information
The concrete mix design number: SCC-NFC-9.84-FC8K REV 060425A
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 688
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete Sample from Wheelbarrow
Where the material sample would have been placed if not sampled: Trapezoidal Girder G-07
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-08-28-38-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/25/2026
Date Tested: 09/25/2026
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:
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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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5.1 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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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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12.5 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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7550 psi
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Maximum load on cylinder 1
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92680 lb
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Maximum load on cylinder 2
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96090 lb
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Maximum load on cylinder 3
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95640 lb
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Compressive strength of cylinder 1
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7410.0 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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7640.0 psi
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Compressive strength of cylinder 3
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7610 psi
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Type of fracture pattern of cylinder 2
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4
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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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Serial number of delivery ticket, if available
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no data
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