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Testing Report for 2016-06-08-12-1

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

Project Information

DEA: 071218W4
EFIS: 0700021119
Project ID: 7613
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-29.4/31.6
Work Description: REALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location Description: LOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Vladimir Gurfinkel
Structure Rep.: Gon Choi

Sample Information

DIME Sample ID: 2016-06-08-12
TL Number from the TL Form: 160608
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: 6/8/2016
Date that the sample was received by the laboratory/organization performing the testing: 6/10/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 889-08
Structure unique identifier: RW1630 FTG
Structure name: FROM STA636 43 7 TO 639 31 7
The fabricator/manufacturer/facility name: NATIONAL

Material Information

The concrete mix design number: S62578
The truck number from where the sample was collected: 454
The batch plant ticket number from where the sample was collected: 97251
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: SHUTE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2016-06-08-12-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 6/22/2016
Verified Date: 6/22/2016
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength (to nearest 10 psi): 2980 psi
Maximum load on cylinder 1: 81040 lb
Maximum load on cylinder 2: 86110 lb
Compressive strength of cylinder 1: 2885.0 psi
Type of fracture pattern of cylinder 1: 2
Compressive strength of cylinder 2: 3065.5 psi
Type of fracture pattern of cylinder 2: 3
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: no data
Age of specimen: 14 days
Age of specimen in hours: no data