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: 2018-08-20-11
TL Number from the TL Form: 1-8-20-18
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: 08/20/2018
Date that the sample was received by the laboratory/organization performing the testing: 08/22/2018
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification: 976-2018
Structure unique identifier: at 99 yards 899 pm
Structure name: at 99 yards 899 pm
The fabricator/manufacturer/facility name: keiwitt
The concrete mix design number: na
The truck number from where the sample was collected: 11
The batch plant ticket number from where the sample was collected: 707
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: keiwitt plant
A detailed description of where the material sample was collected: at 99 yards 899 pm
Where the material sample would have been placed if not sampled: at 99 yards 899 pm
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-08-20-11-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/29/2018
Date Tested: 08/28/2018
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: Tested 8/28/18 @ 3:00 AM
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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Capped in accordance with?
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ASTM C617/CTM521
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Average diameter of cylinder 1
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5.98 in
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Average diameter of cylinder 2
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5.98 in
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Cross sectional area of cylinder 1
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28.09 in^2
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Cross sectional area of cylinder 2
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28.09 in^2
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Compressive strength (to nearest 10 psi)
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500 psi
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Maximum load on cylinder 1
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13940 lb
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Maximum load on cylinder 2
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13940 lb
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Compressive strength of cylinder 1
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496.3 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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496.3 psi
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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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7 days
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Age of specimen in hours
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no data
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DIME Test ID: 2018-08-20-11-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/29/2018
Date Tested: 08/23/2018
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: Tested 8/23/18 @ 7:20 PM
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
5.97 in
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|
Average diameter of cylinder 2
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5.98 in
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Cross sectional area of cylinder 1
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27.99 in^2
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Cross sectional area of cylinder 2
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28.09 in^2
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Compressive strength (to nearest 10 psi)
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370 psi
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Maximum load on cylinder 1
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10660 lb
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Maximum load on cylinder 2
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10310 lb
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Compressive strength of cylinder 1
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380.9 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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367.0 psi
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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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3 days
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Age of specimen in hours
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no data
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