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Testing Report for 2018-01-05-7-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212149 DEA: 044K4804 EFIS: 0417000314 QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-35-9.8
Work Description: Construct soldier pile tie-back wall. Supplemental Director's order to also install soil nail wall.
Location Description: IN SAN MATEO COUNTY, ON ROUTE 35 AT POSTMILE 9.8/9.9, NEAR SKYLONDA , AT 0.1 MILE NORTH OF CHAPMAN ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Fred Booshehri Structure Rep.: Ahmed Moin

Sample Information

DIME Sample ID: 2018-01-05-7
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: 01/05/2018
Date that the sample was received by the laboratory/organization performing the testing: 01/06/2018
The quantity of what the sample constitutes: 2
A brief description of the sample: ASTM A615 ATB No 8 Epoxy Coated ASTM A934
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
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: #8
Nut Specification for Threaded Bar: 75
System Manufacturer: Williams Form
Epoxy Coating Color: Purple
Threaded Bar Application: Threaded Bar
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 100789840
Nut Heat Number(s): 8292593
Bar Lot Number: Unknown
Nut Lot Number: 8R1D
Coupler Heat Number(s): Unknown
Coupler Grade: Unknown

Test Information

DIME Test ID: 2018-01-05-7-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/10/2018
Date Tested: 01/10/2018
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 & Nut
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Number of Samples 1
SampleSizeMfg LotArea (sqin)Tensile Strength (psi)Stress at Offset (psi)Total Elongation (%)CommentsTested By
1#8 Williams Bar Heat #100789840, Nut Heat #8L73004180.791260421016267.3A615 Bar & NutFred
Temperature 72 F
UTM 400KIP