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Sample Record for 2025-09-12-32

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

Project Information

Project ID: 993671 DEA: 07357704 EFIS: 0719000097 COOP: 075245 QA Service Level: 2
DIST-CO-RTE-PM: 07-LA-I-210-
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mark Amorsolo Structure Rep.: Jinrong Wang

Sample Information

DIME Sample ID: 2025-09-12-32
TL Number from the TL Form: 665854
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Preliminary
Type of Material: Concrete
Sample Taken Date: 09/12/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2025
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6x12 LCBRS cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 25-10006
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: GEORGE TAROOP PASADENA

Material Information

The concrete mix design number: 2024-LCBRS
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: None Provided
Concrete batch plant: George Throop Company
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: 2025-09-12-32-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/19/2025
Date Tested: 09/19/2025
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) 407-6963
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
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 6.03 in
Average diameter of cylinder 3 6.03 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.56 in^2
Cross sectional area of cylinder 3 28.56 in^2
Compressive strength (to nearest 10 psi) 1390 psi
Maximum load on cylinder 1 41419 lb
Maximum load on cylinder 2 38105 lb
Maximum load on cylinder 3 39415 lb
Compressive strength of cylinder 1 1460.0 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 1334.2 psi
Compressive strength of cylinder 3 1380.1 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 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
Correction factor for cylinder 3 1
Age of specimen 7 days
Age of specimen in hours no data0 hours