Sample Record for 2016-12-21-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209217 DEA: 080F5404 EFIS: 0800000136 COOP: 081468
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-91,15-0.0/13.04, 35.64/45.14
Work Description: SR-91 Corridor Improvement Project: Develop approx. 8 miles of tolled express lanes and related improvements within SR 91 between the Riverside/Orange County line and I-15, including transition areas.
Location Description: 08-RIV-91-0.0/13.04; 12-ORA-91-R14.43/R18.91; 08-RIV-15-35.64/45.14
Contractor Name: Atkinson Walsh, Joint Venture
Contractor Address: 1785 Sampson Ave, Corona, CA 92879
Resident Engineer: Richard Hebert Structure Rep.: Cyrus Shahinpar
Sample Information
DIME Sample ID: 2016-12-21-8
TL Number from the TL Form: SRL 389
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: 12/21/2016
Date that the sample was received by the laboratory/organization performing the testing: 12/23/2016
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylindes
From where was the sample collected: Source
Laboratory sample identification: 888-SRL389
Structure unique identifier: Unknown
Structure name: BR 26 BREAK WALL
The fabricator/manufacturer/facility name: HOLIDAY ROCK
Material Information
The concrete mix design number: 4H40X006
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 118057598
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2016-12-21-8-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 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
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|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
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|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
4200 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
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4229.8 psi
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Compressive strength of cylinder 2
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4177.3 psi
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|
Maximum load on cylinder 1
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120000 lb
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|
Maximum load on cylinder 2
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118510 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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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
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14 days
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Test 2 of 2
DIME Test ID: 2016-12-21-8-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/18/2017
Date Tested: 01/18/2017
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
|
|
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)
|
5390 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
5450.8 psi
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|
Compressive strength of cylinder 2
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5339.1 psi
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|
Maximum load on cylinder 1
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154640 lb
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|
Maximum load on cylinder 2
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151470 lb
|
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Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
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
|
28 days
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2016-12-21-8-1 | ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | 12/28/2016 | 12/28/2016 | Friday Ofoegbu | CT D08 - Fontana Southern Regional Laboratory | | |
6995
