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Sample Record for 2014-02-20-6529

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
Work Description: CONSTRUCT PC/PS BULB-TEE GIRDER BRIDGE
Location Description: SAN BERNARDINO COUNTY NEAR ESSEX AT VAN WINKLE WASH BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: P.O. Box 50085, Watsonville, CA 95077
Resident Engineer: Khoa Nguyen Structure Rep.: Chuang, Ching

Sample Information

DIME Sample ID: 2014-02-20-6529
TL Number from the TL Form:
Sample Submitted By Organization: Twining Inc. - San Bernardino
Sample Organization Contact: 909-383-6660
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 02/20/2014
Date that the sample was received by the laboratory/organization performing the testing: 02/28/2014
The quantity of what the sample constitutes: 6 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-08 Oro grand

Material Information

The concrete mix design number: SITI72SK
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 81725
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Deck
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: 2014-02-20-6529-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 03/21/2014
Date Tested: 03/21/2014
Submitted By Organization: Twining Inc. - San Bernardino
Organization Address: 732 East Carnegie Dr., Suite 100,
Organization City: San Bernardino
Organization State: CA
Organization Zipcode: 92408
Organization Email:
Organization Phone: 909-383-6660
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 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 4960 psi
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Compressive strength of cylinder 1 4952.4 psi
Compressive strength of cylinder 2 4970.0 psi
Maximum load on cylinder 1 140500 lb
Maximum load on cylinder 2 141000 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
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.