Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214680 DEA: 030F2854 EFIS: 0319000205
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.1/9.4
Work Description: Construct the temporary bridge superstructures, adjacent paving and pave temporary alignment
Location Description:
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Masoud Saed Structure Rep.: Chau Ha
DIME Sample ID: 2020-04-02-13
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California Corporation - Lathrop
Sample Organization Contact: (209) 249-4700
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 04/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/03/2020
The quantity of what the sample constitutes: 2
A brief description of the sample: 6"x12" cylinders
From where was the sample collected: Source
Laboratory sample identification: Bed2 4-2-20
Structure unique identifier:
Structure name: Cosumnes River Overflow Temporary Bridge
The fabricator/manufacturer/facility name: Con-Fab California, LLC
The concrete mix design number: VER-85LV
The truck number from where the sample was collected: 2nd
The batch plant ticket number from where the sample was collected: 1439
Concrete batch plant: BP1
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Bed 2, 2ndTruck
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2020-04-02-13-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231
Verified Date: 04/20/2022
Date Tested: 04/03/2020
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Cross sectional area of cylinder 1
|
28.27 in^2
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Cross sectional area of cylinder 2
|
28.27 in^2
|
Capped in accordance with?
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ASTM C1231
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Compressive strength (to nearest 10 psi)
|
5340 psi
|
Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.00 in
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Maximum load on cylinder 1
|
151000 lb
|
Maximum load on cylinder 2
|
148000 lb
|
Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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2
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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
|
1
|
Correction factor for cylinder 2
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1
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Age of specimen
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1 days
|