Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-34.7/51.6
Work Description: (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location Description: Riverside County and SBD-15-0.0/1.3
Contractor Name: Skanska-Ames, Joint Venture
Contractor Address: 1801 California Avenue, Corona, CA 92881
Resident Engineer: Roy Fisher (reports) Structure Rep.: Roy Fisher
DIME Sample ID: 2019-08-06-16
TL Number from the TL Form: 87
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: 08/06/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2019
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 974-87
Structure unique identifier:
Structure name: I15 SB RW2162 East side
The fabricator/manufacturer/facility name: cell crete corp
The concrete mix design number: CCC35-66
The truck number from where the sample was collected: PA658
The batch plant ticket number from where the sample was collected: 156344
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: SKANSKA AMES
A detailed description of where the material sample was collected: load 1
Where the material sample would have been placed if not sampled: I15 SB RW2162 East side
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-08-06-16-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/18/2019
Date Tested: 09/03/2019
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
|
4
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Test performed
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With density determined by dimension measurements
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Average cylinder density (to nearest 1 pcf)
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32 lb/ft^3
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Average diameter of cylinder 1
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2.97 in
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Average diameter of cylinder 2
|
2.97 in
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Average diameter of cylinder 3
|
2.97 in
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Average diameter of cylinder 4
|
2.98 in
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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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DIME Test ID: 2019-08-06-16-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/18/2019
Date Tested: 09/03/2019
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: Lightweight Insulating Concrete
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
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4
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Test performed
|
With no density determined
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Cross sectional area of cylinder 1
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6.93 in^2
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Cross sectional area of cylinder 2
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6.93 in^2
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Cross sectional area of cylinder 3
|
6.93 in^2
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Capped in accordance with?
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ASTM C617/CTM521
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Cross sectional area of cylinder 4
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6.97 in^2
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Average diameter of cylinder 1
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2.97 in
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Compressive strength (to nearest 10 psi)
|
250 psi
|
Average diameter of cylinder 2
|
2.97 in
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Compressive strength of cylinder 1
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251.1 psi
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Compressive strength of cylinder 2
|
239.5 psi
|
Average diameter of cylinder 3
|
2.97 in
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Compressive strength of cylinder 3
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222.2 psi
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Average diameter of cylinder 4
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2.98 in
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Compressive strength of cylinder 4
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279.8 psi
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Maximum load on cylinder 1
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1740 lb
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Maximum load on cylinder 2
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1660 lb
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Maximum load on cylinder 3
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1540 lb
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Maximum load on cylinder 4
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1950 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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Type of fracture pattern of cylinder 3
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1
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Type of fracture pattern of cylinder 4
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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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1
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Correction factor for cylinder 3
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1
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Correction factor for cylinder 4
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1
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Age of specimen
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28 days
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