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Sample Record for 2021-06-03-1

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

Project Information

Project ID: 215075 DEA: 060Q9104 EFIS: 0614000005 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-19.2/19.8
Work Description: BRIDGE DECK AND OUTSIDE GIRDER REPLACEMENT.
Location Description: TULARE COUNTY NEAR TIPTON FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF AVENUE 152 OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Javier Huerta Structure Rep.: Moua, Peter

Sample Information

DIME Sample ID: 2021-06-03-1
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/03/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2021
The quantity of what the sample constitutes: (2) 6"x12" Cylinders
A brief description of the sample: (2) 6"x12" Cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Fab California, LLC

Material Information

The concrete mix design number: SCC S9 8 0F
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: 1283
Concrete batch plant: SPC onsite batch plant
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: At pour location
Where the material sample would have been placed if not sampled: Girder
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2021-06-03-1-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/07/2021
Date Tested: 07/01/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.02 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.46 in^2
Compressive strength (to nearest 10 psi) 10060 psi
Maximum load on cylinder 1 281040 lb
Maximum load on cylinder 2 290810 lb
Compressive strength of cylinder 1 9906.2 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 10218.2 psi
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 28 days
Age of specimen in hours 0 hours

Tests Assigned to this Sample

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