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Sample Record for 2014-04-24-11179795

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: Viking Construction Company
Contractor Address: P.O. Box 1508 , Rancho Cordova, CA 95741
Resident Engineer: Jarrett Woodruff Structure Rep.: Miller, Brandon

Sample Information

DIME Sample ID: 2014-04-24-11179795
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California Corporation - Lathrop
Sample Organization Contact: 209-249-4700
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 04/24/2014
Date that the sample was received by the laboratory/organization performing the testing: 04/24/2014
The quantity of what the sample constitutes: 2 cylinders
A brief description of the sample: PC concrete
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ConFab

Material Information

The concrete mix design number: 33333333
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: sdfgsdfdfg
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: bed 7
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2014-04-24-11179795-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 04/24/2014
Date Tested: 04/24/2014
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 E. Lathrop Rd.,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email:
Organization Phone: 209-249-4700
General Comments for this Test:
Additional Comments When Verified:
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) 5500 psi
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Maximum load on cylinder 1 35000 lb
Maximum load on cylinder 2 35000 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

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.