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Sample Record for 2022-03-10-47

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

Project Information

Project ID: 214819 DEA: 07288304 EFIS: 0700021024 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60,60,164,210-Var
Contractor Address: 14425 Joanbridge St, Baldwin Park, CA 91706
Resident Engineer: Sushilkumar Chaudhari Structure Rep.: Pratheep Piratheepan

Sample Information

DIME Sample ID: 2022-03-10-47
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: 03/10/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/10/2022
The quantity of what the sample constitutes: na
A brief description of the sample: 6X12 cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: WB 210 Loc 11
The fabricator/manufacturer/facility name: na

Material Information

The concrete mix design number: LCBSC270N31
The truck number from where the sample was collected: 1507
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: na
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: 2022-03-10-47-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/05/2022
Date Tested: 03/10/2022
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:
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 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 880 psi
Maximum load on cylinder 1 25138 lb
Maximum load on cylinder 2 24581 lb
Compressive strength of cylinder 1 886.1 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 866.4 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 0 hours