Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209695 DEA: 08347704 EFIS: 0800000616
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-SR-58-0/12.9
Work Description: (Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location Description: SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Contractor Name: KIEWIT INFRASTRUCTURE WEST CO.
Contractor Address: 2215 E 1ST STREET, VANCOUVER, WA 98661
Resident Engineer: Shaine Shahidi Structure Rep.: Osama Abdalla
DIME Sample ID: 2018-11-16-3
TL Number from the TL Form: 20181116
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: 11/16/2018
Date that the sample was received by the laboratory/organization performing the testing: 11/20/2018
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 976-1116
Structure unique identifier: Splice Diaphragms at H3 B4 C and B5 H5 L R
Structure name: Splice Diaphragms at H3 B4 C and B5 H5 L R
The fabricator/manufacturer/facility name: Kiewitt Plant
The concrete mix design number: rrm13029
The truck number from where the sample was collected: 1228
The batch plant ticket number from where the sample was collected: 2264523
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: keiwitt infrastructure
A detailed description of where the material sample was collected: middle at the load
Where the material sample would have been placed if not sampled: Splice Diaphragms at H3 B4 C and B5 H5 L R
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-11-16-3-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 11/26/2018
Date Tested: 11/26/2018
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
|
2
|
|
Test performed
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With no density determined
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|
Cross sectional area of cylinder 1
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28.46 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
|
|
Compressive strength (to nearest 10 psi)
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4570 psi
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Average diameter of cylinder 1
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6.02 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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4459.2 psi
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Compressive strength of cylinder 2
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4670.8 psi
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Maximum load on cylinder 1
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126910 lb
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Maximum load on cylinder 2
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132510 lb
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Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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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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Age of specimen
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10 days
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DIME Test ID: 2018-11-16-3-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 12/17/2018
Date Tested: 12/14/2018
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
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.37 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)
|
5820 psi
|
|
Average diameter of cylinder 1
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6.01 in
|
|
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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5671.1 psi
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Compressive strength of cylinder 2
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5961.6 psi
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|
Maximum load on cylinder 1
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160890 lb
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Maximum load on cylinder 2
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169130 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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3
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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
|
1
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|
Correction factor for cylinder 2
|
1
|
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Age of specimen
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28 days
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