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Sample Record for 2021-01-11-10

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Project Information

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.: Wittgraf, Mark

Sample Information

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) 227-7283
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

Material Information

Detail description: 3 Concrete Cores
Structure names: Concrete Pavement
Type of material: Concrete

Test Results

Test 1 of 1

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 Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 3.68 in
Average diameter of cylinder 2 3.68 in
Average diameter of cylinder 3 3.68 in
Cross sectional area of cylinder 1 10.64 in^2
Cross sectional area of cylinder 2 10.64 in^2
Cross sectional area of cylinder 3 10.64 in^2
Compressive strength (to nearest 10 psi) 7090 psi
Maximum load on cylinder 1 75151 lbf
Maximum load on cylinder 2 75115 lbf
Maximum load on cylinder 3 76109 lbf
Compressive strength of cylinder 1 7066.0 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 7062.0 psi
Compressive strength of cylinder 3 7156 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Correction factor for cylinder 3 1
Age of specimen 11 days
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.