Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211260 DEA: 072159U4 EFIS: 0715000160
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,ORA-5-0.0/1.5, 44.3/44.4
Work Description: CONSTRUCT HOV LANES AND MIX FLOW LANES.
Location Description: LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 TOWNSGATE RD. SUITE 200, WESTLAKE VILLAGE, CA 91361
Resident Engineer: George Saker Structure Rep.: Danny Lalonde
DIME Sample ID: 2021-12-10-21
TL Number from the TL Form:
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: 12/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/10/2021
The quantity of what the sample constitutes: 700 yds
A brief description of the sample: cast concrete beams
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name: Center median rte 5 between Artesia and Valley View
The fabricator/manufacturer/facility name: Security Paving batch plant
The concrete mix design number: G3-19-PCC-001
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: na
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: SKIPLOADER TO WHEELBARROW
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-12-10-21-1
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 01/12/2022
Date Tested: 01/07/2022
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:
Number of specimens
|
2
|
Unit system used?
|
US Units
|
Does the testing machine measure load or stress on the beam specimen?
|
Load
|
Fracture initiates in the tension surface
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Within the Middle Third of the Span Length
|
Is a beam dimensional correction factor used?
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No
|
Modulus of rupture average
|
650 psi
|
Modulus of rupture
|
650 psi
|
Modulus of rupture 2
|
640 psi
|
Age of specimen
|
28 days
|