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Sample Record for 2022-08-26-21

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

Project Information

Project ID: 993771 DEA: 07325204 EFIS: 0716000082 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R36.7/R37.1
Work Description: San Gabriel River Bridge - CM/GC Project - Hinge And Diaphragm Repairs
Location Description: Los Angeles County - LOS ANGELES COUNTY IN IRWINDALE FROM 0.2 MILE EAST OF 0.7 MILE WEST OF IRWINDALE AVENUE OVECROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 14726 Ramona Avenue, Suite 300, Chino, CA 91710
Resident Engineer: Moe Izadpanah Structure Rep.: Quynh Nguyen

Sample Information

DIME Sample ID: 2022-08-26-21
TL Number from the TL Form: 022
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/29/2022
The quantity of what the sample constitutes: 2
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1044-022
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons

Material Information

The concrete mix design number: SC550M37
The truck number from where the sample was collected: Not Provided
The batch plant ticket number from where the sample was collected: Not Provided
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Site
Where the material sample would have been placed if not sampled: 210 605 Separation Irwindale and San Gabriel
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2022-08-26-21-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Cured in accordance with ASTM C511
Verified Date: 09/23/2022
Date Tested: 09/23/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
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
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.63 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 3990 psi
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.01 in
Compressive strength of cylinder 1 4074.0 psi
Compressive strength of cylinder 2 3908.9 psi
Maximum load on cylinder 1 51210 lb
Maximum load on cylinder 2 49370 lb
Type of fracture pattern of cylinder 1 3
Type of fracture pattern of cylinder 2 1
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 28 days