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Sample Record for 2017-01-25-7

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Project Information

Project ID: 7427 DEA: 07215934 EFIS: 0700001833 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-2.4/4.0
Work Description: Widen and Realign Freeway and Construct Ped OC, OC and UC Structures.
Location Description: LOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM 0.1 MILE NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVERCROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, CA 92078
Resident Engineer: Mashhur Ali Structure Rep.: Steven Kim

Sample Information

DIME Sample ID: 2017-01-25-7
TL Number from the TL Form: C953153
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: 01/25/2017
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2017
The quantity of what the sample constitutes: 2
A brief description of the sample: A615 Grade 75 Threaded Bar
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams

Material Information

Production or Authorization Testing: Production 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: Williams Form
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: Uncoated
Bar Heat Number(s): PL16107210
Nut Heat Number(s): 5173645
Bar Lot Number: N/A
Nut Lot Number: 10H5D
Coupler Heat Number(s): N/A
Coupler Grade: N/A

Test Results

Test 1 of 3

DIME Test ID: 2017-01-25-7-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/03/2017
Date Tested: 02/03/2017
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: 916-227-7257
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
1Williams #10 Bar Heat #PL16107210, Nut HeatL93001171.27107536817778.9A615 Bar & NutFred
Temperature 72 F
UTM 400KIP

Test 2 of 3

DIME Test ID: 2017-01-25-7-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/03/2017
Date Tested: 02/03/2017
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: 916-227-7257
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
2Williams #10 Bar Heat #PL16107210, Nut HeatL93001171.27107433811720A615 Bar & NutFred
Temperature 72 F
UTM 400KIP

Test 3 of 3

DIME Test ID: 2017-01-25-7-3
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 02/03/2017
Date Tested: 02/01/2017
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: 916-227-7257
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Lower spec. limit LSL 10 mils
Upper spec. limit USL 15 mils
Bar # for First Bar 1
Bar # for Second Bar 2
First Bar Mean 9.35 mils
Second Bar Mean 11 mils
Total mean value 10.18 mils