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Sample Record for 2018-07-26-7

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Project Information

Project ID: 212995 DEA: 01262044 EFIS: 0112000203 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-47.2/47.3
Work Description:
Location Description:
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: Nash Munes Structure Rep.: Halda, Tatjana

Sample Information

DIME Sample ID: 2018-07-26-7
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Bay Area Field Laboratory
Sample Organization Contact: (707) 649-5453
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 07/26/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2018
The quantity of what the sample constitutes: 2 heats 1 powder
A brief description of the sample: 9 ASTM A615 Grade 75 ASTM A934 Purple Epoxy Coated Threaded WFE Bars w/ nuts
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Eng

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: ASTM A108
System Manufacturer: Williams Form
Epoxy Coating Color: Purple
Threaded Bar Application: Soil Nail
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 1201000640 1201000649
Nut Heat Number(s): 8296508
Bar Lot Number: PG08744
Nut Lot Number: 9J1D
Coupler Heat Number(s): N/A
Coupler Grade: Not applicable

Test Results

Test 1 of 6

DIME Test ID: 2018-07-26-7-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/01/2018
Date Tested: 07/31/2018
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) 227-7253
General Comments for this Test: A615 Bar
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 #1201000649B3620651811082268400911A615 BarFred
Temperature 72 F
UTM 400KIP

Test 2 of 6

DIME Test ID: 2018-07-26-7-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/01/2018
Date Tested: 07/31/2018
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) 227-7253
General Comments for this Test: A615 Bar
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 #1201000649B362065181106686831580A615 BarFred
Temperature 72 F
UTM 400KIP

Test 3 of 6

DIME Test ID: 2018-07-26-7-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/01/2018
Date Tested: 07/31/2018
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) 227-7253
General Comments for this Test: A615 Bar
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 #1202000640B3620651811090508441210.5A615 BarFred
Temperature 72 F
UTM 400KIP

Test 4 of 6

DIME Test ID: 2018-07-26-7-4
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/01/2018
Date Tested: 07/31/2018
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) 227-7253
General Comments for this Test: A615 Bar
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 #1202000640B362065181108668846000A615 BarFred
Temperature 72 F
UTM 400KIP

Test 5 of 6

DIME Test ID: 2018-07-26-7-5
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 08/01/2018
Date Tested: 08/01/2018
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) 227-7253
General Comments for this Test:
Additional Comments When Verified:
Lower spec. limit LSL 10
Upper spec. limit USL 15
Bar # for First Bar 1201000649-1
Bar # for Second Bar 1201000649-2
First Bar Mean 9.91
Second Bar Mean 10.11
Total mean value 10.01

Test 6 of 6

DIME Test ID: 2018-07-26-7-6
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 08/01/2018
Date Tested: 08/01/2018
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) 227-7253
General Comments for this Test:
Additional Comments When Verified:
Lower spec. limit LSL 10
Upper spec. limit USL 15
Bar # for First Bar 1202000640-1
Bar # for Second Bar 1202000640-2
First Bar Mean 10.49
Second Bar Mean 10.8
Total mean value 10.65

Tests Assigned to this Sample

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