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Sample Record for 2018-06-06-4

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Project Information

Project ID: 212618 DEA: 044G0564 EFIS: 0417000154 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-680-M2.4/M12.4
Work Description: ROADWAY REHAB, BRIDGE REPLACEMENT, RET. WALLS, TOLL SYSTEMS
Location Description: FREMONT AND AT SUNOL FROM MISSION BOULEVARD SEPARATION TO KOOPMAN ROAD UNDERCROSSING
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Yannaing Tun Structure Rep.: Jordan Jarosz

Sample Information

DIME Sample ID: 2018-06-06-4
TL Number from the TL Form: Unknown
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: 06/06/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/08/2018
The quantity of what the sample constitutes: 8
A brief description of the sample: No. 9 Grade 75 epoxy coated bars, and hex nuts
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Engineering

Material Information

Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size: #9
Nut Specification for Threaded Bar: Gr 75 ATB
System Manufacturer: Williams Form
Epoxy Coating Color: Purple
Threaded Bar Application: Soil Nail
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 100888818 100789840 100891184 100792512
Nut Heat Number(s): 8296508
Bar Lot Number: Unknown
Nut Lot Number: 9J1D
Coupler Heat Number(s): Unknown
Coupler Grade: Unknown

Test Results

Test 1 of 14

DIME Test ID: 2018-06-06-4-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2018
Date Tested: 06/12/2018
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: 916-227-7257
General Comments for this Test: A615 Bar & 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#9 Bar Heat #100792512, Nut Heat #9J1DB362037181112087954930A615 Bar & NutFred
Temperature 72 F
UTM 400KIP

Test 2 of 14

DIME Test ID: 2018-06-06-4-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2018
Date Tested: 06/12/2018
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: 916-227-7257
General Comments for this Test: A615 Bar & Nut Strip off
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#9 Bar Heat #100792512, Nut Heat #9J1DB362037181116835920530A615 Bar & Nut Strip offFred
Temperature 72 F
UTM 400KIP

Test 3 of 14

DIME Test ID: 2018-06-06-4-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2018
Date Tested: 06/12/2018
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: 916-227-7257
General Comments for this Test: A615 Bar
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#9 Bar Heat #100792512B3620371811220391107294.9A615 Bar Fred
Temperature 72 F
UTM 400KIP

Test 4 of 14

DIME Test ID: 2018-06-06-4-4
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2018
Date Tested: 06/12/2018
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: 916-227-7257
General Comments for this Test: A615 Bar
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#9 Bar Heat #100792512B3620371811207411091559.1A615 Bar Fred
Temperature 72 F
UTM 400KIP

Test 5 of 14

DIME Test ID: 2018-06-06-4-5
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2018
Date Tested: 06/12/2018
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: 916-227-7257
General Comments for this Test: A615 Bar
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#9 Bar Heat #100891184B362037181128251979357.9A615 Bar Fred
Temperature 72 F
UTM 400KIP

Test 6 of 14

DIME Test ID: 2018-06-06-4-6
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2018
Date Tested: 06/12/2018
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: 916-227-7257
General Comments for this Test: A615 Bar
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#9 Bar Heat #100891184B362037181123920905590A615 Bar Fred
Temperature 72 F
UTM 400KIP

Test 7 of 14

DIME Test ID: 2018-06-06-4-7
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2018
Date Tested: 06/12/2018
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: 916-227-7257
General Comments for this Test: A615 Bar
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
5#9 Bar Heat #100888818B362037181122290914618A615 Bar Fred
Temperature 72 F
UTM 400KIP

Test 8 of 14

DIME Test ID: 2018-06-06-4-8
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2018
Date Tested: 06/12/2018
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: 916-227-7257
General Comments for this Test: A615 Bar
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
6#9 Bar Heat #100888818B362037181122604911440A615 Bar Fred
Temperature 72 F
UTM 400KIP

Test 9 of 14

DIME Test ID: 2018-06-06-4-9
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2018
Date Tested: 06/12/2018
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: 916-227-7257
General Comments for this Test: A615 Bar
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
7#9 Bar Heat #100789840B362037181122357920899.3A615 Bar Fred
Temperature 72 F
UTM 400KIP

Test 10 of 14

DIME Test ID: 2018-06-06-4-10
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/13/2018
Date Tested: 06/12/2018
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: 916-227-7257
General Comments for this Test: A615 Bar
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
8#9 Bar Heat #100789840B362037181122010896780A615 Bar Fred
Temperature 72 F
UTM 400KIP

Test 11 of 14

DIME Test ID: 2018-06-06-4-11
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 06/13/2018
Date Tested: 06/12/2018
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: 916-227-7257
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Lower spec. limit LSL 10 mils
Upper spec. limit USL 15 mils
Bar # for First Bar 1 100792512
Bar # for Second Bar 2 100792512
First Bar Mean 10.97
Second Bar Mean 15.59
Total mean value 13.28

Test 12 of 14

DIME Test ID: 2018-06-06-4-12
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 06/13/2018
Date Tested: 06/12/2018
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: 916-227-7257
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Lower spec. limit LSL 10 mils
Upper spec. limit USL 15 mils
Bar # for First Bar 1 100891184
Bar # for Second Bar 2 100891184
First Bar Mean 11.5
Second Bar Mean 11.89
Total mean value 11.69

Test 13 of 14

DIME Test ID: 2018-06-06-4-13
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 06/13/2018
Date Tested: 06/12/2018
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: 916-227-7257
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Lower spec. limit LSL 10 mils
Upper spec. limit USL 15 mils
Bar # for First Bar 1 100888818
Bar # for Second Bar 2 100888818
First Bar Mean 14.2
Second Bar Mean 13.76
Total mean value 13.98

Test 14 of 14

DIME Test ID: 2018-06-06-4-14
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 06/13/2018
Date Tested: 06/12/2018
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: 916-227-7257
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Lower spec. limit LSL 10 mils
Upper spec. limit USL 15 mils
Bar # for First Bar 1 100789840
Bar # for Second Bar 2 100789840
First Bar Mean 11.5
Second Bar Mean 13.11
Total mean value 12.31