Print Report | Back to Sample Detail

Sample Record for 2022-03-19-14

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

Project Information

Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R0.0/R9.7
Work Description: PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 15335 FAIRFIELD RANCH ROAD, CHINO HILLS, CA 91709
Resident Engineer: Ridwan Salman Structure Rep.: Adriana Pimienta

Sample Information

DIME Sample ID: 2022-03-19-14
TL Number from the TL Form: 22-0552
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 03/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/19/2022
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: JPCP-RSC Beams
From where was the sample collected: Job Site
Laboratory sample identification: 22-0552
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Flatiron Volumetric Trucks

Material Information

The concrete mix design number: FIW 0420-1
The truck number from where the sample was collected: Last truck
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Flatiron Volumetric Truck
The fabricator/manufacturer designation for the sample: FIW 0420-1
A detailed description of where the material sample was collected: 210WB Wheatland
Where the material sample would have been placed if not sampled: roadway
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-03-19-14-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 03/30/2022
Date Tested: 03/29/2022
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 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 10 days
Modulus of rupture 840 psi
Modulus of rupture 2 800 psi
Modulus of rupture average 800 psi
Modulus of rupture 3 760 psi