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Sample Record for 2019-02-11-10

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Project Information

Project ID: 212687 DEA: 06442544 EFIS: 0612000175 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-46,5-31.5-33.2
Work Description: CONVERT 2-LANE TO 4-LANE CONVENTIONAL HIGHWAY.
Location Description: KERN COUNTY NEAR LOST HILLS FROM 1.0 MILE EAST OF LOST HILLS ROAD TO 0.7 MILE EAST OF ROUTE 46/5 SEPARATION
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2019-02-11-10
TL Number from the TL Form: C818540
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Per Request
Type of Material: Concrete Core
Sample Taken Date: 02/11/2019
Date that the sample was received by the laboratory/organization performing the testing: 02/19/2019
The quantity of what the sample constitutes: two concrete cores
A brief description of the sample: PCCP core
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Collected at jobsite

Material Information

Detail description: PCCP cores
Structure names: pavement
Type of material: Concrete core
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2019-02-11-10-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/21/2019
Date Tested: 02/20/2019
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: Reported compressive strength is the average of the two cores. The results should be considered on an individual basis.
Test Result Compliance: not applicable
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 3.64 in
Average diameter of cylinder 2 3.64 in
Cross sectional area of cylinder 1 10.41 in^2
Cross sectional area of cylinder 2 10.41 in^2
Compressive strength (to nearest 10 psi) 4640 psi
Maximum load on cylinder 1 52220 lb
Maximum load on cylinder 2 44460 lb
Compressive strength of cylinder 1 5016.3 psi
Type of fracture pattern of cylinder 1 4
Compressive strength of cylinder 2 4270.9 psi
Type of fracture pattern of cylinder 2 4
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
Age of specimen 9 days
Age of specimen in hours 0 hours