Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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.: Peter Moua
DIME Sample ID: 2021-06-03-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
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
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.:
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 D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
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2
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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?
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ASTM C617 - Sulfur Mortar Cap
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Cross sectional area of cylinder 1
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28.37 in^2
|
Cross sectional area of cylinder 2
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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
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1
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Age of specimen
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28 days
|
Age of specimen in hours
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0 hours
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