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Testing Report for 2013-10-24-12459512-5

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

Project Information

Project ID: 7780 DEA: 112T1824 EFIS: 1100020051 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-4.7/5.6
Work Description: REPLACE STRUCTURE AND CONSTRUCT DIRECT ACCESS RAMP (DAR).
Location Description: SAN DIEGO COUNTY IN CHULA VISTA FROM 0.4 MILE SOUTH OF EAST PALOMAR STREET OVERCROSSING TO 0.1 MILE NORTH OF NAPLES STREET UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Tom Davis Structure Rep.: Ma, Anh

Sample Information

DIME Sample ID: 2013-10-24-12459512
TL Number from the TL Form:
Sample Submitted By Organization: Signet Testing Labs - Anaheim
Sample Organization Contact: 714-399-1500
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/24/2013
Date that the sample was received by the laboratory/organization performing the testing: 10/25/2013
The quantity of what the sample constitutes: 5 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Source
Laboratory sample identification: 2013-10-24-1245
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan

Material Information

The concrete mix design number: 103612F
The truck number from where the sample was collected: 1300
The batch plant ticket number from where the sample was collected: 154226
Concrete batch plant:
The fabricator/manufacturer designation for the sample: Vulcan
A detailed description of where the material sample was collected: 301L Footing N. End
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2013-10-24-12459512-1
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 11/13/2013
Date Tested: 11/05/2013
Submitted By Organization: Signet Testing Labs - Anaheim
Organization Address: 1320 Simpson Circle,
Organization City: Anaheim
Organization State: CA
Organization Zipcode: 92806
Organization Email:
Organization Phone: 714-399-1500
General Comments for this Test:
Additional Comments When Verified:

Submitted Test Results

Unit system used? US Units
Number of specimens 1
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Compressive strength of cylinder (to nearest 10 psi) 6880 psi
Average diameter of cylinder 1 6.00 in
Maximum load on cylinder 1 194530 lb
Type of fracture pattern of cylinder 1 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 56 days