Print Report | Back to Sample Detail

Sample Record for 2021-01-11-10

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

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.: Mark Wittgraf

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) 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

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 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
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