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Sample Record for 2022-06-01-30

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

Project Information

Project ID: 7613 DEA: 071218W4 EFIS: 0700021119 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-29.4/31.6
Work Description: REALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location Description: LOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Vladimir Gurfinkel Structure Rep.: Gon Choi

Sample Information

DIME Sample ID: 2022-06-01-30
TL Number from the TL Form: 221282
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: 06/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2022
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6x12 LCB cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 22-1282
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving

Material Information

The concrete mix design number: CTS-1-14
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: 2
Concrete batch plant: Security Paving
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.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-06-01-30-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/08/2022
Date Tested: 06/08/2022
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:
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 6.03 in
Average diameter of cylinder 2 6.02 in
Cross sectional area of cylinder 1 28.56 in^2
Cross sectional area of cylinder 2 28.46 in^2
Compressive strength (to nearest 10 psi) 5500 psi
Maximum load on cylinder 1 156339 lb
Maximum load on cylinder 2 157211 lb
Compressive strength of cylinder 1 5474.1 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5523.9 psi
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 no data0 hours