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Sample Record for 2022-10-26-46

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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: 2022-10-26-46
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: Acceptance
Type of Material: Concrete
Sample Taken Date: 10/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2022
The quantity of what the sample constitutes: 325 cu. yd.
A brief description of the sample: LCB Cylinders 6"x12"
From where was the sample collected: Job Site
Laboratory sample identification: 22-2899
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Flatiron Batch Plant - EB210 Paxton Offramp

Material Information

The concrete mix design number: LCB-3215-03
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 9
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Loader Bucket at Flatiron Batch Plant
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2022-10-26-46-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/03/2022
Date Tested: 11/02/2022
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:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.02 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.46 in^2
Compressive strength (to nearest 10 psi) 550 psi
Maximum load on cylinder 1 15271 lb
Maximum load on cylinder 2 15550 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
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 0 hours