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Sample Record for 2023-07-28-59

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

Project Information

Project ID: 993807 DEA: 07353304 EFIS: 0718000272 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-110-23.1
Work Description: REPLACE BRIDGE RAILING WITH CONCRETE BARRIER. AND UPGRADE LIGHTING.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AT THIRD STREET OVERCROSSING
Contractor Name: POWELL CONSTRUCTORS INC
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Edgar Herrera Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-28-59
TL Number from the TL Form: 07-28-46
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: 07/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2023
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 4X8 PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 23-354
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Ready Mix Concrete Company

Material Information

The concrete mix design number: S72C447T11
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: 651552
Concrete batch plant: National Ready Mix Concrete
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: wheelborrow
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: 2023-07-28-59-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/25/2023
Date Tested: 08/25/2023
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: complies
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 4.02 in
Average diameter of cylinder 2 4.02 in
Average diameter of cylinder 3 4.02 in
Cross sectional area of cylinder 1 12.69 in^2
Cross sectional area of cylinder 2 12.69 in^2
Cross sectional area of cylinder 3 12.69 in^2
Compressive strength (to nearest 10 psi) 5070 psi
Maximum load on cylinder 1 64544 lb
Maximum load on cylinder 2 65006 lb
Maximum load on cylinder 3 63315 lb
Compressive strength of cylinder 1 5086.2 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5122.6 psi
Compressive strength of cylinder 3 4989.4 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 28 days
Age of specimen in hours no data0 hours