Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209175 DEA: 030F2204 EFIS: 0300000072
QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-R30.7/R31.7
Work Description: REPLACE BRIDGE.
Location Description: SLY PARK UNDERCROSSING
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. Box 1508 , Rancho Cordova, CA 95741
Resident Engineer: Jarrett Woodruff Structure Rep.: Brandon Miller
DIME Sample ID: 2014-07-22-6309459
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Sacramento Sanders Structures Construction Field Office
Sample Organization Contact: (916) 505-6839
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 07/22/2014
Date that the sample was received by the laboratory/organization performing the testing: 07/23/2014
The quantity of what the sample constitutes: 2 concrete cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier: 25-0042
Structure name: Sly Park Rd UC
The fabricator/manufacturer/facility name: Jobsite
The concrete mix design number: SF718AFST0
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: 1046626
Concrete batch plant: 1B
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow
Where the material sample would have been placed if not sampled: Stage 1 Abutment 1 Backwall
From Lot No.:
Bag Lot No.:
DIME Test ID: 2014-07-22-6309459-1
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 08/04/2014
Date Tested: 07/22/2014
Submitted By Organization: CT D03 - Sacramento Sanders Structures Construction Field Office
Organization Address: 3976 Durock Road, Suite 102,
Organization City: Shingle Springs
Organization State: CA
Organization Zipcode: 95686
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (530) 821-8266
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
DIME Test ID: 2014-07-22-6309459-2
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 08/04/2014
Date Tested: 07/22/2014
Submitted By Organization: CT D03 - Sacramento Sanders Structures Construction Field Office
Organization Address: 3976 Durock Road, Suite 102,
Organization City: Shingle Springs
Organization State: CA
Organization Zipcode: 95686
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (530) 821-8266
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
DIME Test ID: 2014-07-22-6309459-3
Test Method: ASTM C231-10: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 08/04/2014
Date Tested: 07/22/2014
Submitted By Organization: CT D03 - Sacramento Sanders Structures Construction Field Office
Organization Address: 3976 Durock Road, Suite 102,
Organization City: Shingle Springs
Organization State: CA
Organization Zipcode: 95686
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (530) 821-8266
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
DIME Test ID: 2014-07-22-6309459-4
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: 09/25/2014
Date Tested: 08/19/2014
Submitted By Organization: CT D03 - Sacramento Sanders Structures Construction Field Office
Organization Address: 3976 Durock Road, Suite 102,
Organization City: Shingle Springs
Organization State: CA
Organization Zipcode: 95686
Organization Email: brandon.miller@dot.ca.gov
Organization Phone: (530) 821-8266
General Comments for this Test:
Test Result Compliance: comply
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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28.65 in^2
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Cross sectional area of cylinder 2
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28.46 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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5620 psi
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Average diameter of cylinder 1
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6.04 in
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Average diameter of cylinder 2
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6.02 in
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Compressive strength of cylinder 1
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5624.3 psi
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Compressive strength of cylinder 2
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5624.2 psi
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Maximum load on cylinder 1
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161137 lb
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Maximum load on cylinder 2
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160065 lb
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Type of fracture pattern of cylinder 1
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1
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Type of fracture pattern of cylinder 2
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1
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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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no data
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Age of specimen
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28 days
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