Sample Record for 2020-07-06-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-0.0/13.2
Work Description: Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description: LA/SBD County Line to PM 13.2 near I-15
Contractor Name: Lane-Security Paving Joint Venture
Contractor Address: 3450 Centre Lake Drive, 1st Floor, Ontario, CA 91761
Resident Engineer: Jose Corona Structure Rep.: Luis Negrete
Sample Information
DIME Sample ID: 2020-07-06-7
TL Number from the TL Form:
Sample Submitted By Organization: CT - Unassigned/General Field Laboratory
Sample Organization Contact: 5625005861
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 07/06/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/13/2020
The quantity of what the sample constitutes: 5765 ea.
A brief description of the sample: #8 Threadbar
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nucor
Material Information
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 80
Threaded Bar Type: Deformed
Rebar Size: #8
Nut Specification for Threaded Bar: ASTM A108
System Manufacturer: Nucor
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: Uncoated
Bar Heat Number(s): 3700008043, 3700009512, 3700009513, BR1910025
Nut Heat Number(s): 100101595N-01, 100101595N, 100792995-02, 8390
Bar Lot Number:
Nut Lot Number: 5297, 5319, 5180, 5284
Coupler Heat Number(s): N/A
Coupler Grade: N/A
Test Results
Test 1 of 14
DIME Test ID: 2020-07-06-7-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/16/2020
Date Tested: 07/15/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 White Nut Stripped
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 101441 | 79200 | -100 | A615 White Nut Stripped | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 2 of 14
DIME Test ID: 2020-07-06-7-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/16/2020
Date Tested: 07/15/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Blue Nut Stripped
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 93272 | 85996 | -100 | A615 Blue Nut Stripped | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 3 of 14
DIME Test ID: 2020-07-06-7-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/16/2020
Date Tested: 07/15/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Red Nut Stripped
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 107925 | 89452 | -100 | A615 Red Nut Stripped | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 4 of 14
DIME Test ID: 2020-07-06-7-4
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/16/2020
Date Tested: 07/15/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Yellow Nut Stripped
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 109679 | 88364 | -100 | A615 Yellow Nut Stripped | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 5 of 14
DIME Test ID: 2020-07-06-7-5
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/16/2020
Date Tested: 07/15/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 White Bar
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 108505 | 103220 | 12.69 | A615 White Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 6 of 14
DIME Test ID: 2020-07-06-7-6
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/16/2020
Date Tested: 07/15/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 White Bar
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 110909 | 80545 | 0 | A615 White Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 7 of 14
DIME Test ID: 2020-07-06-7-7
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/16/2020
Date Tested: 07/15/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Red Bar
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 124762 | 108531 | 13.47 | A615 Red Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 8 of 14
DIME Test ID: 2020-07-06-7-8
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/16/2020
Date Tested: 07/15/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Red Bar
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 124036 | 90955 | 0 | A615 Red Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 9 of 14
DIME Test ID: 2020-07-06-7-9
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/16/2020
Date Tested: 07/15/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Yellow Bar
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 121002 | 112063 | 14.28 | A615 Yellow Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 10 of 14
DIME Test ID: 2020-07-06-7-10
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/16/2020
Date Tested: 07/15/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Yellow Bar
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 121402 | 89976 | 0 | A615 Yellow Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 11 of 14
DIME Test ID: 2020-07-06-7-11
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/16/2020
Date Tested: 07/15/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Blue Bar
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 118094 | 96081 | 15.73 | A615 Blue Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 12 of 14
DIME Test ID: 2020-07-06-7-12
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/16/2020
Date Tested: 07/15/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Blue Bar Nut Stripped
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 94802 | 87494 | 0 | A615 Blue Bar Nut Stripped | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 13 of 14
DIME Test ID: 2020-07-06-7-13
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/16/2020
Date Tested: 07/16/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Green Bar
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 122703 | 94658 | 13.52 | A615 Green Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 14 of 14
DIME Test ID: 2020-07-06-7-14
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/16/2020
Date Tested: 07/16/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Green Bar
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 124799 | 98726 | 0 | A615 Green Bar | fsaylor |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
