Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214451 DEA: 07303704 EFIS: 0714000035
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-8.0/27.3
Work Description: REPLACE CONCRETE BARRIERS.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING
Contractor Name: OHL USA
Contractor Address: 1920 Main Street, Suite 310, Irvine, California 92614
Resident Engineer: Kevin Bui Structure Rep.: Kwangsuk Suh
DIME Sample ID: 2023-06-16-44
TL Number from the TL Form: 061623
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 06/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2023
The quantity of what the sample constitutes: 20 CY
A brief description of the sample: 6x12 LCB cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 23-0855
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: OHLA
The concrete mix design number: S29000
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: OHLA
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: truck chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-06-16-44-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/23/2023
Date Tested: 06/23/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
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Test performed
|
With no density determined
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
|
Average diameter of cylinder 1
|
5.97 in
|
Average diameter of cylinder 2
|
5.97 in
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Cross sectional area of cylinder 1
|
27.99 in^2
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
Compressive strength (to nearest 10 psi)
|
660 psi
|
Maximum load on cylinder 1
|
18462 lb
|
Maximum load on cylinder 2
|
18316 lb
|
Compressive strength of cylinder 1
|
659.6 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
654.4 psi
|
Type of fracture pattern of cylinder 2
|
2
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
|
1
|
Correction factor for cylinder 2
|
1
|
Age of specimen
|
7 days
|
Age of specimen in hours
|
0 hours
|