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: 2019-06-12-9
TL Number from the TL Form: 612B
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: 06/12/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2019
The quantity of what the sample constitutes: 5
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 994-612B
Structure unique identifier:
Structure name: Prequalification pour at Holiday Rock Readymix plant
The fabricator/manufacturer/facility name: HOLIDAY ROCK
The concrete mix design number: 3h40x004
The truck number from where the sample was collected: na
The batch plant ticket number from where the sample was collected: 1081413
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: graite
A detailed description of where the material sample was collected: Prequalification pour at Holiday Rock Readymix plant
Where the material sample would have been placed if not sampled: Prequalification pour at Holiday Rock Readymix plant
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-06-12-9-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/12/2019
Date Tested: 07/10/2019
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
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Number of specimens
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5
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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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28.46 in^2
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Cross sectional area of cylinder 3
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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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Cross sectional area of cylinder 4
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28.46 in^2
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Cross sectional area of cylinder 5
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28.46 in^2
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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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6.02 in
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Compressive strength (to nearest 10 psi)
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5560 psi
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Compressive strength of cylinder 1
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5626.0 psi
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Compressive strength of cylinder 2
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5496.3 psi
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Average diameter of cylinder 3
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6.01 in
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Compressive strength of cylinder 3
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5565.6 psi
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Average diameter of cylinder 4
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6.02 in
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Compressive strength of cylinder 4
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5654.8 psi
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Average diameter of cylinder 5
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6.02 in
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Compressive strength of cylinder 5
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5462.1 psi
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Maximum load on cylinder 1
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159610 lb
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Maximum load on cylinder 2
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156425 lb
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Maximum load on cylinder 3
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157895 lb
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Maximum load on cylinder 4
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160935 lb
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Maximum load on cylinder 5
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155450 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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2
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Type of fracture pattern of cylinder 4
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2
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Type of fracture pattern of cylinder 5
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2
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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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Correction factor for cylinder 3
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1
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Correction factor for cylinder 4
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1
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Correction factor for cylinder 5
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1
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Age of specimen
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28 days
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