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Sample Record for 2017-09-20-10

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Project Information

Project ID: 212393 DEA: 044K4704 EFIS: 0417000313 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-13-4.4
Work Description: This is a slide repair project on ALA-13-4.4 (Southbound RTE 13/ Westbound Rte 580 Off-Ramp). Construct Solider Pile Wall & regrade slope.
Location Description: In Alameda County, In Oakland, at Calaveras Avenue
Contractor Name: RGW
Contractor Address: 550 Greenville Rd., Livermore, CA 94550
Resident Engineer: Wondwosen Alemayehu Structure Rep.: Urmeneta, Eric

Sample Information

DIME Sample ID: 2017-09-20-10
TL Number from the TL Form: C741437
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: 09/20/2017
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2017
The quantity of what the sample constitutes: 2
A brief description of the sample: 10 Soil Nails with nut
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Tech systems

Material Information

Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size: #10
Nut Specification for Threaded Bar: A615
System Manufacturer: Con Tech
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: Uncoated
Bar Heat Number(s): A170356, A170365
Nut Heat Number(s): 8290416
Bar Lot Number: Unknown
Nut Lot Number: 3947
Coupler Heat Number(s): Unknown
Coupler Grade: Unknown

Test Results

Test 1 of 4

DIME Test ID: 2017-09-20-10-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/27/2017
Date Tested: 09/26/2017
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 & Nut, Nut Strip Out Bar Did Not Break
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#10 Bar Heat #A170365, Nut Heat #3947B9083171.271171198256711.3A615 Bar & Nut, Nut Strip Out Bar Did Not BreakFred
Temperature 72 F
UTM 400KIP

Test 2 of 4

DIME Test ID: 2017-09-20-10-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/27/2017
Date Tested: 09/26/2017
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 & 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#10 Bar Heat #A170356, Nut Heat #3947B9083171.271267749227311.1A615 Bar & NutFred
Temperature 72 F
UTM 400KIP

Test 3 of 4

DIME Test ID: 2017-09-20-10-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/27/2017
Date Tested: 09/26/2017
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 & 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#10 Bar Heat #A170356, Nut Heat #3947B9083171.27125048921920A615 Bar & Nut Fred
Temperature 72 F
UTM 400KIP

Test 4 of 4

DIME Test ID: 2017-09-20-10-4
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/27/2017
Date Tested: 09/26/2017
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 & Nut, Nut Strip Out Bar Did Not Break
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#10 Bar Heat #A170365, Nut Heat #3947B9083171.27117077853005.4A615 Bar & Nut, Nut Strip Out Bar Did Not BreakFred
Temperature 72 F
UTM 400KIP

Tests Assigned to this Sample

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