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Sample Record for 2017-11-20-4

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

Project Information

Project ID: 209384 DEA: 04264094 EFIS: 0400000735 COOP: 042531 QA Service Level: 1
DIST-CO-RTE-PM: 04-,SON--
Work Description:
Location Description:
Contractor Name: GHILOTTI BROS / RM HARRIS JV
Contractor Address: 525 Jacoby Street, San Rafael, CA 94901
Resident Engineer: Richard Duncan Structure Rep.: Beaudoin, Brian

Sample Information

DIME Sample ID: 2017-11-20-4
TL Number from the TL Form:
Sample Submitted By Organization: CT SC Sub-unit 3674-102
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 11/20/2017
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 900 CY Deck 1st Pour
A brief description of the sample: 2 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 270119
Structure name: San Antonio Creek Bridge
The fabricator/manufacturer/facility name: Shamrock

Material Information

The concrete mix design number: 3172GG-F-SRA
The truck number from where the sample was collected: 1410
The batch plant ticket number from where the sample was collected: 457834
Concrete batch plant: 04
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CHUTE FROM TRUCK
Where the material sample would have been placed if not sampled: SACB Deck 1st Pour
From Lot No.:
Bag Lot No.:

Test Results

Test Information 1 of 1

DIME Test ID: 2017-11-20-4-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 12/08/2017
Date Tested: 12/08/2017
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
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 28.46 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) 4900 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.01 in
Compressive strength of cylinder 1 4932.1 psi
Compressive strength of cylinder 2 4864.6 psi
Maximum load on cylinder 1 140367 lb
Maximum load on cylinder 2 138010 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 1
Age of specimen 18 days

Tests Assigned to this Sample

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