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Testing Report for 2021-07-08-3-1

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

Project Information

DEA: 081H2904
EFIS: 0817000006
Project ID: 214549
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-173-18.7
Work Description: STRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location Description: SAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mohammad Sadique Hossain
Structure Rep.: Ravinder Singh

Sample Information

DIME Sample ID: 2021-07-08-3
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 7/8/2021
Date that the sample was received by the laboratory/organization performing the testing: 7/13/2021
The quantity of what the sample constitutes: Heat 100210630
A brief description of the sample: A615 Gr 75 Threaded Bar
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Engineering Golden, CO

Material Information

Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Plain
Rebar Size: #8
Nut Specification for Threaded Bar: ASTM A108
System Manufacturer: WIlliams Form Engineering
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: Uncoated
Bar Heat Number(s): 100210630
Nut Heat Number(s): 5392774
Bar Lot Number:
Nut Lot Number: 8V1D
Coupler Heat Number(s): NA
Coupler Grade: NA

Test Information

DIME Test ID: 2021-07-08-3-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Date Tested: 7/13/2021
Verified Date: 7/13/2021
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 and Nut
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Number of Samples: 1
Sample Size Mfg Lot Area (sqin) Tensile Strength (psi) Stress at Offset (psi) Total Elongation (%) Comments Tested By
No.8/25mm 0.79 124104 88832 7.97 A615 Bar and Nut bewing
Temperature: 72 f
UTM: 400kip