Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213154 DEA: 060G8514 EFIS: 0614000009
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58-R52.4/R55.5
Work Description: REPLACE LANES AND SHOULDERS WITH CONTINUOUSLY REINFORCED CONCRETE.
Location Description: KERN COUNTY IN BAKERSFIELD FROM ROUTE 58/99 SEPARATION TO COTTONWOOD ROAD UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Mark Wittgraf
DIME Sample ID: 2021-01-11-10
TL Number from the TL Form: 187111
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 594-1991
Type of Sample: Quality Assurance
Type of Material: Concrete Core
Sample Taken Date: 01/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 01/15/2021
The quantity of what the sample constitutes: 3 Cylinders
A brief description of the sample: 3 Cores
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving Company
Detail description: 3 Concrete Cores
Structure names: Concrete Pavement
Type of material: Concrete
DIME Test ID: 2021-01-11-10-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/22/2021
Date Tested: 01/22/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
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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ASTM C617/CTM521
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Average diameter of cylinder 1
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3.68 in
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Average diameter of cylinder 2
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3.68 in
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Average diameter of cylinder 3
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3.68 in
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Cross sectional area of cylinder 1
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10.64 in^2
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Cross sectional area of cylinder 2
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10.64 in^2
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Cross sectional area of cylinder 3
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10.64 in^2
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Compressive strength (to nearest 10 psi)
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7090 psi
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Maximum load on cylinder 1
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75151 lbf
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Maximum load on cylinder 2
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75115 lbf
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Maximum load on cylinder 3
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76109 lbf
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Compressive strength of cylinder 1
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7066.0 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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7062.0 psi
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Compressive strength of cylinder 3
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7156 psi
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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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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Correction factor for cylinder 3
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1
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Age of specimen
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11 days
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Age of specimen in hours
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no data
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