Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000802 DEA: 07346804 EFIS: 0718000079
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-232-0.4/R4.1
Work Description: COLD PLANE AND OVERLAY WITH HMA & RHMA.
Location Description: VENTURA COUNTY IN AND NEAR OXNARD FROM ROUTE 232/101 SEPARATION TO ROUTE 118
Contractor Name: TORO ENTERPRISES, INC.
Contractor Address: Unknown
Resident Engineer: Pantaleon "Torch" Rivera Structure Rep.: Unknown
DIME Sample ID: 2026-02-02-40
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: 02/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/02/2026
The quantity of what the sample constitutes: 20 CY of 150+ CY
A brief description of the sample: LCBRS
From where was the sample collected: Job Site
Laboratory sample identification: 26-0402
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George L Throop Co.
The concrete mix design number: 2024-LCBRS
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-02-02-40-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/13/2026
Date Tested: 02/09/2026
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 C39 - Ground End
|
|
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)
|
1340 psi
|
|
Maximum load on cylinder 1
|
37758 lb
|
|
Maximum load on cylinder 2
|
37926 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
|
