Sample Record for 2023-06-13-41
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994441 DEA: 081A8304 EFIS: 0800000579 COOP: 081746
QA Service Level: 2
DIST-CO-RTE-PM: 08---
Work Description: Widening the existing Cedar Avenue overcrossing (OC) from 6 to 10 lanes, replacing the Union Pacific Railroad overhead (OH), widening Cedar Avenue from 4 to 6 through lanes, and realigning and/or widening the interchange entrance and exit ramps
Location Description: At the Interstate 10 (I-10) Cedar Avenue Interchange from PM 17.8 to 19.3 in the County of San Bernardino (County)
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Kee Ooi Structure Rep.: Matt Bruce
Sample Information
DIME Sample ID: 2023-06-13-41
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: 06/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2023
The quantity of what the sample constitutes: 1 CF of Concrete for Testing
A brief description of the sample: Bed 1B, 4th Truck
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Fab California, LLC
Material Information
The concrete mix design number: VER-98LV
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 8729
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Bed 1B, 4th Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 6
DIME Test ID: 2023-06-13-41-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/16/2023
Date Tested: 06/14/2023
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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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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no data
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Apparent mass of submerged cylinder 1
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8.94 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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12.56 in^2
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Cross sectional area of cylinder 2
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12.56 in^2
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Cross sectional area of cylinder 3
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12.56 in^2
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Compressive strength (to nearest 10 psi)
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7470 psi
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Maximum load on cylinder 1
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94510 lb
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Maximum load on cylinder 2
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93305 lb
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Maximum load on cylinder 3
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93585 lb
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Type of fracture pattern of cylinder 1
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4
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Type of fracture pattern of cylinder 2
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4
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Type of fracture pattern of cylinder 3
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5
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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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1.00
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Correction factor for cylinder 2
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1.00
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Correction factor for cylinder 3
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1.00
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Age of specimen
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1 days
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Age of specimen in hours
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0 hours
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Serial number of delivery ticket, if available
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no data
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Test 2 of 6
DIME Test ID: 2023-06-13-41-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 East Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email:
Organization Phone: (209) 249-4700
This test has been superseded on 06/19/2023. The corrected test ID is: 2023-06-13-41-4
Reason: retested
Test 3 of 6
DIME Test ID: 2023-06-13-41-3
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 East Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email:
Organization Phone: (209) 249-4700
This test has been superseded on 06/19/2023. The corrected test ID is: 2023-06-13-41-5
Reason: corrected
Test 4 of 6
DIME Test ID: 2023-06-13-41-4
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 East Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email:
Organization Phone: (209) 249-4700
This test has been superseded on 06/19/2023. The corrected test ID is: 2023-06-13-41-6
Reason: retested
Test 5 of 6
DIME Test ID: 2023-06-13-41-5
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 06/19/2023
Date Tested: 06/13/2023
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:
The test was superseded from test ID: 2023-06-13-41-3
Test Result Compliance:
Additional Comments When Verified:
Test 6 of 6
DIME Test ID: 2023-06-13-41-6
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 06/19/2023
Date Tested: 06/13/2023
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: Spread
The test was superseded from test ID: 2023-06-13-41-4
Test Result Compliance:
Additional Comments When Verified:
