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: 2019-10-21-7
TL Number from the TL Form: 122
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: 10/21/2019
Date that the sample was received by the laboratory/organization performing the testing: 10/23/2019
The quantity of what the sample constitutes: (4) 6x12 Cylinders
A brief description of the sample: (4) 6 x 12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 974-122
Structure unique identifier:
Structure name: I15 SW Connector to 91 Sta 2219 00
The fabricator/manufacturer/facility name: Security Paving Company
The concrete mix design number: G3-18-LCB-139
The truck number from where the sample was collected: 25
The batch plant ticket number from where the sample was collected: 136225
Concrete batch plant: Security Paving Company
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Wheel Barrow from Chute
Where the material sample would have been placed if not sampled: I15 SW Connector to 91 Sta 2219 00
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-10-21-7-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 11/05/2019
Date Tested: 11/04/2019
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
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
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28.37 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
630 psi
|
|
Average diameter of cylinder 1
|
6.01 in
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Average diameter of cylinder 2
|
6.01 in
|
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Compressive strength of cylinder 1
|
626.0 psi
|
|
Compressive strength of cylinder 2
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625.3 psi
|
|
Maximum load on cylinder 1
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17760 lb
|
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Maximum load on cylinder 2
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17740 lb
|
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Type of fracture pattern of cylinder 1
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4
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Type of fracture pattern of cylinder 2
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4
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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
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
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14 days
|
DIME Test ID: 2019-10-21-7-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 12/17/2019
Date Tested: 11/18/2019
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
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
760 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
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746.9 psi
|
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Compressive strength of cylinder 2
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768.1 psi
|
|
Maximum load on cylinder 1
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21190 lb
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|
Maximum load on cylinder 2
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21790 lb
|
|
Type of fracture pattern of cylinder 1
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1
|
|
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
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|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
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28 days
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