Print Report | Back to Test Summary

Testing Report for 2014-02-20-11051921-6

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

Project Information

Project ID: 8127 DEA: 080N5904 EFIS: 0800000533 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R85.2
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Khoa Nguyen Structure Rep.: Ching Chuang

Sample Information

DIME Sample ID: 2014-02-20-11051921
TL Number from the TL Form:
Sample Submitted By Organization: SCST, LLC.
Sample Organization Contact: (619) 280-4321
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 02/20/2014
Date that the sample was received by the laboratory/organization performing the testing: 02/21/2014
The quantity of what the sample constitutes: 4 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: High Grade

Material Information

The concrete mix design number: SITI72SK
The truck number from where the sample was collected: 0
The batch plant ticket number from where the sample was collected: 306683
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: concrete truck 0
Where the material sample would have been placed if not sampled: Deck Pour at 100-ft from East End of Bridge
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2014-02-20-11051921-1
Test Method: ASTM C173-10b: Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method
Verified Date: 03/27/2014
Date Tested: 02/20/2014
Submitted By Organization: SCST, LLC.
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email:
Organization Phone: (619) 280-4321
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
Cross sectional area of cylinder 1 no data
Cross sectional area of cylinder 2 no data
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 5570 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 156295 lb
Maximum load on cylinder 2 158530 lb
Type of fracture pattern of cylinder 1 1
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 no data
Age of specimen 28 days