Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214511 DEA: 010E0004 EFIS: 0113000091
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-84.4/84.8
Work Description: BRIDGE RAIL REPLACEMENT.
Location Description: HUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE
Contractor Name: Golden State Bridge
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Nathaniel Steen Structure Rep.: Jarred Burrows
DIME Sample ID: 2020-06-30-13
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: 06/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/01/2020
The quantity of what the sample constitutes: 2 6x12 Cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification: 6-30-20-B1B
Structure unique identifier:
Structure name: Jacoby Creek
The fabricator/manufacturer/facility name: Con-Fab California, LLC
The concrete mix design number: 85LV20F5S
The truck number from where the sample was collected: 3rd
The batch plant ticket number from where the sample was collected: 1884
Concrete batch plant: BP1
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Bed 1B, 3rd Truck
Where the material sample would have been placed if not sampled: Casting Bed
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2020-06-30-13-1
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: 07/02/2020
Date Tested: 07/01/2020
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: Break #1: 5755 psi, Break #2: 5783 psi, AVERAGE: 5769 psi
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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5770 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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162700 lb
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Maximum load on cylinder 2
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163500 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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