Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 208714 DEA: 08043514 EFIS: 0800000010
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-58-R22.2/R31.1
Work Description: REALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY
Location Description: HINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD.
Contractor Name: Skanska Civil USA
Contractor Address: 1995 Agua Mansa Road, Riverside, CA 92509
Resident Engineer: Shaine Shahidi Structure Rep.: Ahmad Ankir
DIME Sample ID: 2015-10-29-4
TL Number from the TL Form: 1234567
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: 10/29/2015
Date that the sample was received by the laboratory/organization performing the testing: 11/05/2015
The quantity of what the sample constitutes: 6
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 915-67
Structure unique identifier: STATE HWY IN SBCO
Structure name: LENWOOD OC ABUTMENT 1 WALL COL A AT BENT 2
The fabricator/manufacturer/facility name: ROBERTSONS
The concrete mix design number: SC675B38
The truck number from where the sample was collected: NP
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:
DIME Test ID: 2015-10-29-4-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/19/2015
Date Tested: 11/19/2015
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
|
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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6.01 in
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Average diameter of cylinder 2
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6.01 in
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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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28.37 in^2
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Compressive strength (to nearest 10 psi)
|
4690 psi
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Maximum load on cylinder 1
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135680 lb
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Maximum load on cylinder 2
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130510 lb
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Compressive strength of cylinder 1
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4782.5 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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4600.3 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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21 days
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Age of specimen in hours
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no data
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DIME Test ID: 2015-10-29-4-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/30/2015
Date Tested: 11/26/2015
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
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
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|
Cross sectional area of cylinder 1
|
28.27 in^2
|
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Cross sectional area of cylinder 2
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28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5470 psi
|
|
Maximum load on cylinder 1
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157700 lb
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Maximum load on cylinder 2
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151570 lb
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Compressive strength of cylinder 1
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5578.4 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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5361.5 psi
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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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Age of specimen in hours
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no data
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