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Testing Report for 2018-12-20-1-2

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

Project Information

DEA: 07202124
EFIS: 0700020870
Project ID: 212888
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-20.9/24.6
Work Description: PAVEMENT REHABILITATION AND BRIDGE WIDENING
Location Description: LOS ANGELES COUNTY IN AND NEAR BELL, VERNON, AND CITY OF COMMERCE, FROM 0.2 MILE SOUTH OF SLAUSON AVENUE OVERCROSSING TO 0.1 MILE NORTH OF THIRD STREET OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Peter Lee
Structure Rep.: James Holloway

Sample Information

DIME Sample ID: 2018-12-20-1
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 12/20/2018
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 5 yards
A brief description of the sample: SCC concrete
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: H310D
The fabricator/manufacturer/facility name: Con-Fab California Corporation

Material Information

The concrete mix design number: SCCS9525F
The truck number from where the sample was collected: xxx
The batch plant ticket number from where the sample was collected: xxx
Concrete batch plant: ConFab Shafter
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2018-12-20-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 1/17/2019
Verified Date: 1/17/2019
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
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: 6.02 in
Average diameter of cylinder 2: 6.01 in
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 12490 psi
Maximum load on cylinder 1: 358539 lb
Maximum load on cylinder 2: 351273 lb
Compressive strength of cylinder 1: 12598.0 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 12381.8 psi
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
Age of specimen in hours: no data