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Testing Report for 2015-05-19-2-3

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

Project Information

DEA: 07245403
EFIS: 0700000431
Project ID: 7409
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-31.1/32.3
Work Description: Construct Connector between I-10 and I-605 (Design Build Project) LA-10-31.1/32.3, LA-605-R20.2/20.6
Location Description: 10 & 605 IC
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Hassan Azima
Structure Rep.: Ali EL-Zaynab

Sample Information

DIME Sample ID: 2015-05-19-2
TL Number from the TL Form: 60519
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 5/19/2015
Date that the sample was received by the laboratory/organization performing the testing: 5/20/2015
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 854-19
Structure unique identifier: 10 AND 605 INTERCHANGE
Structure name: FRAME 3 DECK SPANS 10 AND 11
The fabricator/manufacturer/facility name: JOB

Material Information

The concrete mix design number: S75133
The truck number from where the sample was collected: 405
The batch plant ticket number from where the sample was collected: 201498
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2015-05-19-2-3
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Date Tested: 6/30/2015
Verified Date: 6/30/2015
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email:
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 5970 psi
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 42 days