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Sample Record for 2023-01-19-5

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Project Information

Project ID: 993782 DEA: 07339604 EFIS: 0717000157 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-R29.0/R29.5
Work Description: CONSTRUCT SLOPE BETTERMENT.
Location Description: LOS ANGELES COUNTY IN SANTA CLARITA FROM 0.9 MILE NORTH OF PLACERITA CANYON ROAD UNDERCROSSING TO 0.2 MILE SOUTH OF GOLDEN VALLEY ROAD OVERCROSSING
Contractor Name: SUKUT CONSTRUCTION, LLC
Contractor Address: 4010 W. CHANDLER AVENUE, SANTA ANA CA 92704
Resident Engineer: Ali Mohsenzadeh Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-01-19-5
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 01/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/25/2023
The quantity of what the sample constitutes: 5251
A brief description of the sample: #8 Gr 80 Bar
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nucor Skyline

Material Information

Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 80
Threaded Bar Type:
Rebar Size: #8
Nut Specification for Threaded Bar: ASTM A36/ ASME SA-36
System Manufacturer: Nurcor Skyline
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 3700031281,3700031282,3700035231,3700035232,3
Nut Heat Number(s): B2615
Bar Lot Number:
Nut Lot Number: 6016
Coupler Heat Number(s):
Coupler Grade:

Test Results

Test 1 of 10

DIME Test ID: 2023-01-19-5-1
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/03/2023
Date Tested: 01/30/2023
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 Bar and Nut Heat 3700031281
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.791113598487015.41A615 Bar and Nut Heat 3700031281spaine
Temperature 72 f
UTM 400kip

Test 2 of 10

DIME Test ID: 2023-01-19-5-2
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/03/2023
Date Tested: 01/30/2023
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 Bar and Nut Heat 3700031281
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.79113009860090A615 Bar and Nut Heat 3700031281spaine
Temperature 72 f
UTM 400kip

Test 3 of 10

DIME Test ID: 2023-01-19-5-4
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/03/2023
Date Tested: 01/30/2023
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 Bar and Nut Heat 3700031282
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.791114688359912.27A615 Bar and Nut Heat 3700031282spaine
Temperature 72 f
UTM 400kip

Test 4 of 10

DIME Test ID: 2023-01-19-5-5
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/03/2023
Date Tested: 01/30/2023
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 Bar and Nut Heat 3700031282
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.79111468832900A615 Bar and Nut Heat 3700031282spaine
Temperature 72 f
UTM 400kip

Test 5 of 10

DIME Test ID: 2023-01-19-5-6
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/03/2023
Date Tested: 01/30/2023
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 Bar and Nut Heat 3700035231
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.791195108425012.96A615 Bar and Nut Heat 3700035231spaine
Temperature 72 f
UTM 400kip

Test 6 of 10

DIME Test ID: 2023-01-19-5-7
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/03/2023
Date Tested: 01/30/2023
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 Bar and Nut Heat 3700035231
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.79119100839170A615 Bar and Nut Heat 3700035231spaine
Temperature 72 f
UTM 400kip

Test 7 of 10

DIME Test ID: 2023-01-19-5-8
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/03/2023
Date Tested: 01/30/2023
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 Bar and Nut Heat 3700035232
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.791174818415012.51A615 Bar and Nut Heat 3700035232spaine
Temperature 72 f
UTM 400kip

Test 8 of 10

DIME Test ID: 2023-01-19-5-9
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/03/2023
Date Tested: 01/30/2023
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 Bar and Nut Heat 3700035232
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.79117521838850A615 Bar and Nut Heat 3700035232spaine
Temperature 72 f
UTM 400kip

Test 9 of 10

DIME Test ID: 2023-01-19-5-10
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/03/2023
Date Tested: 01/30/2023
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 Bar and Nut Heat 3700035233
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.791173968417315.66A615 Bar and Nut Heat 3700035233spaine
Temperature 72 f
UTM 400kip

Test 10 of 10

DIME Test ID: 2023-01-19-5-11
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/03/2023
Date Tested: 01/30/2023
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 Bar and Nut Heat 3700035233
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
No.8/25mm0.79114782824620A615 Bar and Nut Heat 3700035233spaine
Temperature 72 f
UTM 400kip