Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214847 DEA: 074W8204 EFIS: 0720000009
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-17.7
Work Description: REPLACE STRUCTURAL CONCRETE BRIDGE AND PLACE CONCRETE BARRIER.
Location Description: VENTURA COUNTY IN CAMARILLO AT CENTRAL AVENUE OVERCROSSING
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 26320 LESTER CIRCLE, CORONA, CA 92883
Resident Engineer: Saeid Shakeri Structure Rep.: Hussam Buran
DIME Sample ID: 2020-09-18-18
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California, LLC
Sample Organization Contact: (661) 630-7162
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2020
The quantity of what the sample constitutes: 1 girder
A brief description of the sample: PCC 6"x12" test cylinder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Fab California, LLC
The concrete mix design number: SCC-S90-0F
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2498
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: back of truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2020-09-18-18-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231
Verified Date: 09/24/2020
Date Tested: 09/19/2020
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
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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5370 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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149865 lb
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Maximum load on cylinder 2
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153485 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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DIME Test ID: 2020-09-18-18-2
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 10/07/2020
Date Tested: 09/18/2020
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Precast Maximum Curing Temperature
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144.5 °F
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