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: 2015-08-28-8
TL Number from the TL Form: 002
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: 08/28/2015
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2015
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: 915-02
Structure unique identifier: CONST SBC AT HINKLEY RD
Structure name: HINKLEY OC ABUT3 WALL
The fabricator/manufacturer/facility name: JOB
The concrete mix design number: SC590B38
The truck number from where the sample was collected: Unknown
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: 2015-08-28-8-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/04/2015
Date Tested: 09/04/2015
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: (909) 829-3029
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
|
6.02 in
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Average diameter of cylinder 2
|
6.02 in
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Cross sectional area of cylinder 1
|
28.46 in^2
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|
Cross sectional area of cylinder 2
|
28.46 in^2
|
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Compressive strength (to nearest 10 psi)
|
2550 psi
|
|
Maximum load on cylinder 1
|
71780 lb
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|
Maximum load on cylinder 2
|
73520 lb
|
|
Compressive strength of cylinder 1
|
2522.1 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
2583.3 psi
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
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1
|
|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2015-08-28-8-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/18/2015
Date Tested: 09/18/2015
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: (909) 829-3029
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
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.03 in
|
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.56 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3810 psi
|
|
Maximum load on cylinder 1
|
106430 lb
|
|
Maximum load on cylinder 2
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111040 lb
|
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Compressive strength of cylinder 1
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3739.6 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
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3888.0 psi
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Type of fracture pattern of cylinder 2
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
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Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
21 days
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Age of specimen in hours
|
no data
|
DIME Test ID: 2015-08-28-8-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/25/2015
Date Tested: 09/25/2015
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: (909) 829-3029
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
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.02 in
|
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4420 psi
|
|
Maximum load on cylinder 1
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126760 lb
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Maximum load on cylinder 2
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124910 lb
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Compressive strength of cylinder 1
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4454.0 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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4389.0 psi
|
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Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
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Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data
|
