Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210696 DEA: 080M2804 EFIS: 0800000472
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-171.8/173.8
Work Description: BRIDGE REPLACEMENT AND WIDEN, CONC AND HMA PVMT, COLD PLANE AC PVMT.
Location Description: In SBD County
Contractor Name: M.C.M. CONSTRUCTION, INC. - Dan Shaw
Contractor Address: P.O. Box 620, North Highlands, CA 95660
Resident Engineer: John Santos Structure Rep.: Faisal Zahlout
DIME Sample ID: 2016-12-07-9
TL Number from the TL Form: 011
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 12/07/2016
Date that the sample was received by the laboratory/organization performing the testing: 12/12/2016
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 942-011
Structure unique identifier: SBD MOUNTAIN PASS
Structure name: WHEATON WASH BR
The fabricator/manufacturer/facility name: CALPORTLAND
The concrete mix design number: P40AF033SRA
The truck number from where the sample was collected: 8047
The batch plant ticket number from where the sample was collected: S492566
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2016-12-07-9-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/14/2016
Date Tested: 12/14/2016
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
|
|
Capped in accordance with?
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ASTM C617/CTM521
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Average diameter of cylinder 1
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5.97 in
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Average diameter of cylinder 2
|
5.97 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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27.99 in^2
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Compressive strength (to nearest 10 psi)
|
4090 psi
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Maximum load on cylinder 1
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114720 lb
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Maximum load on cylinder 2
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114220 lb
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Compressive strength of cylinder 1
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4098.6 psi
|
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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4080.7 psi
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Type of fracture pattern of cylinder 2
|
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
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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
|
7 days
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Age of specimen in hours
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no data
|
DIME Test ID: 2016-12-07-9-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/04/2017
Date Tested: 01/04/2017
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
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
5.99 in
|
|
Average diameter of cylinder 2
|
5.99 in
|
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5390 psi
|
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Maximum load on cylinder 1
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150240 lb
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Maximum load on cylinder 2
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153550 lb
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Compressive strength of cylinder 1
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5331.4 psi
|
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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5448.9 psi
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Type of fracture pattern of cylinder 2
|
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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Age of specimen in hours
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no data
|
