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Testing Report for 2014-06-04-13456434-5

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

Project Information

Project ID: 209175 DEA: 030F2204 EFIS: 0300000072 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-R30.7/R31.7
Work Description: REPLACE BRIDGE.
Location Description: SLY PARK UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Jarrett Woodruff Structure Rep.: Brandon Miller

Sample Information

DIME Sample ID: 2014-06-04-13456434
TL Number from the TL Form:
Sample Submitted By Organization: Viking Construction Company, Inc. - Rancho Cordova
Sample Organization Contact: (916) 852-5530
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/04/2014
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2014
The quantity of what the sample constitutes: 6 cylinders
A brief description of the sample: Abutment 1 Stage 1 Concrete
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Folsom Ready Mix

Material Information

The concrete mix design number: SF718AFST0
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 7773274254
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Abutment 1 Stage 1
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2014-06-04-13456434-1
Test Method: ASTM C138-10b: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 07/02/2014
Date Tested: 06/04/2014
Submitted By Organization: Viking Construction Company, Inc. - Rancho Cordova
Organization Address: 11315 Sunrise Gold Circle, Suite A,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: dfishback@vikingbridges.com
Organization Phone: (916) 852-5530
General Comments for this Test:
Test Result Compliance:
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) 3380 psi
Average diameter of cylinder 1 6.02 in
Maximum load on cylinder 1 96290 lb
Type of fracture pattern of cylinder 1 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 7 days