Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214702 DEA: 030F2864 EFIS: 0320000123
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.92 / 8.4
Work Description: Remove and replace Consumnes River and Consumnes River Overflow bridge
Location Description: Sacramento County
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Masoud Saed Structure Rep.: Chau Ha
DIME Sample ID: 2020-08-18-16
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: 08/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2020
The quantity of what the sample constitutes: 2 6x12 Concrete Cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name: Cosumnes River Bridge
The fabricator/manufacturer/facility name: Con-Fab California, LLC
The concrete mix design number: VER-90LV
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 365
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Bed 7, 3rd Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2020-08-18-16-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 Cured in accordance with ASTM C511
Verified Date: 08/24/2020
Date Tested: 08/19/2020
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:
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Unit system used?
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US Units
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Number of specimens
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2
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Test performed
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With no density determined
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Capped in accordance with?
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ASTM C1231
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Compressive strength (to nearest 10 psi)
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5080 psi
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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
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142000 lb
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Maximum load on cylinder 2
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145300 lb
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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
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1
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Correction factor for cylinder 2
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1
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Age of specimen
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1 days
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