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Sample Record for 2026-02-28-7

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

Project Information

Project ID: 1001440 DEA: 07370804 EFIS: 0720000139 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-30.6/31.6
Work Description: REMOVE CONCRETE PAVEMENT AND BASE, AND PLACE JPCP.
Location Description: LOS ANGELES COUNTY IN BURBANK FROM 0.2 MILE NORTH OF SAN FERNANDO BOULEVARD TO 0.2 MILE SOUTH OF COHASSET STREET
Contractor Name: SECURITY PAVING COMPANY INC.
Contractor Address: 3075 Towngate Road, St. 200, Westlake Village, CA 91361
Resident Engineer: danglong Tran Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-02-28-7
TL Number from the TL Form:
Sample Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Sample Organization Contact: (909) 833-5780
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/28/2026
The quantity of what the sample constitutes: 40 CY of 640 CY
A brief description of the sample: LCB-RSC
From where was the sample collected: Job Site
Laboratory sample identification: 26-0737
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Ready Mix - Sun Valley

Material Information

The concrete mix design number: S67C741L0
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 319716
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Revolving drum (tailgate)
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2026-02-28-7-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/10/2026
Date Tested: 03/07/2026
Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Organization Address: 620 South Magnolia Avenue, Building G,
Organization City: Ontario
Organization State: CA
Organization Zipcode: 91762
Organization Email: mdorsch@kleinfelder.com
Organization Phone: (909) 833-5780
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 6870 psi
Maximum load on cylinder 1 193840 lb
Maximum load on cylinder 2 194532 lb
Type of fracture pattern of cylinder 1 3
Type of fracture pattern of cylinder 2 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
Age of specimen 7 days
Age of specimen in hours no data0 hours