Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001194 DEA: 051H4404 EFIS: 0516000074
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB,SLO-1-50.3/50.6,0.0/0.3
Work Description: SANTA MARIA RIVER BRIDGE (REPLACE).
Location Description: SANTA BARBARA AND SAN LUIS OBISPO COUNTIES IN AND NEAR GUADALUPE AT SANTA MARIA RIVER BRIDGE
Contractor Name: M.C.M. CONSTRUCTION, INC.
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Jacob Cooper Structure Rep.: Sal Heredia
DIME Sample ID: 2026-07-27-27
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: 07/27/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2026
The quantity of what the sample constitutes: 83 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.
The concrete mix design number: CON-NFA-9.00-FC8K- HALFINCH
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 457
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: G-11.017
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-07-27-27-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/24/2026
Date Tested: 08/24/2026
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: complies
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 C617 - Sulfur Mortar Cap
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Apparent mass of submerged cylinder 1
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5.38 lb
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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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8700 psi
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Maximum load on cylinder 1
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110700 lb
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Maximum load on cylinder 2
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110030 lb
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Maximum load on cylinder 3
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107360 lb
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Compressive strength of cylinder 1
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8810.0 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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8750.0 psi
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Compressive strength of cylinder 3
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8540 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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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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