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Sample Record for 2016-12-05-3

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Project Information

Project ID: 210951 DEA: 120M3404 EFIS: 1212000017 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-73,133-16.6,4.2
Work Description: WIDEN RAMP, CONSTRUCT RW AND DI, AND MODIFY LIGHTING
Location Description:
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 1792 KAISER AVENUE, IRVINE, CA 92614
Resident Engineer: Adrian Wu Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2016-12-05-3
TL Number from the TL Form: C939307
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 12/05/2016
Date that the sample was received by the laboratory/organization performing the testing: 12/07/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: Williams Thread Bars
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form

Material Information

Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type:
Rebar Size: #8
Nut Specification for Threaded Bar: AISI 1045
System Manufacturer: Williams Form
Epoxy Coating Color: Purple
Threaded Bar Application: Threaded Bar
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): NF16202580, NF16102113
Nut Heat Number(s): NF15202140
Bar Lot Number: Unknown
Nut Lot Number: 8P5D
Coupler Heat Number(s):
Coupler Grade:

Test Results

Test 1 of 6

DIME Test ID: 2016-12-05-3-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/12/2016
Date Tested: 12/08/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: A615 Threaded Bar and Nut
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
1#8 Bar Heat #NF16102113, Nut Heat #NF1520214L08-140-160.79125551972275.5A615 Threaded Bar and NutBrian
Temperature 72 F
UTM 400KIP

Test 2 of 6

DIME Test ID: 2016-12-05-3-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/12/2016
Date Tested: 12/08/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: A615 Threaded Bar and Nut
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
2#8 Bar Heat #NF16102113, Nut Heat #NF1520214L08-140-160.79125534964178.6A615 Threaded Bar and NutBrian
Temperature 72 F
UTM 400KIP

Test 3 of 6

DIME Test ID: 2016-12-05-3-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/12/2016
Date Tested: 12/08/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: A615 Threaded Bar and Nut
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
3#8 Bar Heat #NF16202580, Nut Heat #NF1520214L08-140-160.79128454989187.2A615 Threaded Bar and NutBrian
Temperature 72 F
UTM 400KIP

Test 4 of 6

DIME Test ID: 2016-12-05-3-4
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 12/12/2016
Date Tested: 12/08/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: A615 Threaded Bar and Nut
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
4#8 Bar Heat #NF16202580, Nut Heat #NF1520214L08-140-160.79128422985400A615 Threaded Bar and NutBrian
Temperature 72 F
UTM 400KIP

Test 5 of 6

DIME Test ID: 2016-12-05-3-5
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 12/12/2016
Date Tested: 12/08/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Heat #NF16102113 Fails - 5 Readings below 80% of 10 mil minimum coating thickness.
Test Result Compliance: does not comply
Additional Comments When Verified:
Lower spec. limit LSL 10
Upper spec. limit USL 15
Bar # for First Bar B1
Bar # for Second Bar B2
First Bar Mean 12.86 mils
Second Bar Mean 7.42 mils
Total mean value 10.14 mils

Test 6 of 6

DIME Test ID: 2016-12-05-3-6
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 12/12/2016
Date Tested: 12/08/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: Heat #NF16202580 FAILS - Average Coating thickness of the 2 bars is below 10 mil minimum and 2 readings are below 80% of 10 mil minimum.
Test Result Compliance: does not comply
Additional Comments When Verified:
Lower spec. limit LSL 10
Upper spec. limit USL 15
Bar # for First Bar B1
Bar # for Second Bar B2
First Bar Mean 10.26 mils
Second Bar Mean 8.79 mils
Total mean value 9.52 mils

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.