Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2026-02-22-6
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: 02/22/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/22/2026
The quantity of what the sample constitutes: 6 of 10 CY
A brief description of the sample: JPCP-RSC
From where was the sample collected: Job Site
Laboratory sample identification: 26-0616
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JPCP-RSC
The concrete mix design number: O85C436L0
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Load 169
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: tailgate chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-02-22-6-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/04/2026
Date Tested: 03/03/2026
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
|
3
|
|
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
|
|
Average diameter of cylinder 3
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Cross sectional area of cylinder 3
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
8460 psi
|
|
Maximum load on cylinder 1
|
241695 lb
|
|
Maximum load on cylinder 2
|
235978 lb
|
|
Maximum load on cylinder 3
|
239667 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
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
|
10 days
|
|
Age of specimen in hours
|
no data0 hours
|
