Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213763 DEA: 060Q19A4 EFIS: 0613000152
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58-R99.0/R100.3
Work Description: WIDEN SHOULDERS AND REPLACE BRIDGES
Location Description: KERN COUNTY NEAR TEHACHAPI FROM 0.5 MILE WEST TO 0.8 MILE EAST OF SAND CANYON UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: Hin Hartanto Structure Rep.: Jegbefume Adodo
DIME Sample ID: 2019-09-26-10
TL Number from the TL Form: 20190926
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 09/26/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/27/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 994-926
Structure unique identifier:
Structure name: ABUTMENT1 FIVE PILES WITHIN THE FOOTING FOOTPRINT
The fabricator/manufacturer/facility name: HOLIDAY ROCK
The concrete mix design number: 3h40x004
The truck number from where the sample was collected: 308
The batch plant ticket number from where the sample was collected: 112016563
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: granite
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: ABUTMENT1 FIVE PILES WITHIN THE FOOTING FOOTPRINT
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-09-26-10-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 10/04/2019
Date Tested: 10/03/2019
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Unit system used?
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US Units
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Number of specimens
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2
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Test performed
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With no density determined
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Cross sectional area of cylinder 1
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28.37 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Capped in accordance with?
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ASTM C617/CTM521
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Compressive strength (to nearest 10 psi)
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2140 psi
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Average diameter of cylinder 1
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6.01 in
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Average diameter of cylinder 2
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6.01 in
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Compressive strength of cylinder 1
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2138.9 psi
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Compressive strength of cylinder 2
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2147.0 psi
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Maximum load on cylinder 1
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60680 lb
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Maximum load on cylinder 2
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60910 lb
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Type of fracture pattern of cylinder 1
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4
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Type of fracture pattern of cylinder 2
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4
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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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7 days
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DIME Test ID: 2019-09-26-10-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
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: (909) 829-3029
Data has not been verified.
