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Sample Record for 2022-05-14-10

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

Project Information

Project ID: 214493 DEA: 07311704 EFIS: 0715000013 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-134-0.0/R13.3
Work Description: CONCRETE SLAB REPLACEMENT, HMA PAVING, ELECTRICAL AND LANDSCAPE WORK.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES, BURBANK, GLENDALE AND PASADENA FROM ROUTE 101/134 SEPARATION TO JUNCTION OF ROUTE 210/710
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606-4414
Resident Engineer: David Ayala Vanegas Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-05-14-10
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: 05/14/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2022
The quantity of what the sample constitutes: 200 CY
A brief description of the sample: A set of 3 ISR-RSC Beams
From where was the sample collected: Job Site
Laboratory sample identification: 22-1135
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Not Provided

Material Information

The concrete mix design number: NOT PROVIDED
The truck number from where the sample was collected: Load 1
The batch plant ticket number from where the sample was collected: Not Provided
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-05-14-10-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 05/20/2022
Date Tested: 05/17/2022
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:
Number of specimens 3
Does the testing machine measure load or stress on the beam specimen? Load
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Fracture occurred at a capped section No
Is a beam dimensional correction factor used? No
Age of specimen 3 days
Modulus of rupture 760 psi
Modulus of rupture 2 850 psi
Modulus of rupture average 800 psi
Modulus of rupture 3 780 psi