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Sample Record for 2020-04-30-1

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Project Information

Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-34.7/51.6
Work Description: (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location Description: Riverside County and SBD-15-0.0/1.3
Contractor Name: Skanska-Ames, Joint Venture
Contractor Address: 1801 California Avenue, Corona, CA 92881
Resident Engineer: Roy Fisher (reports) Structure Rep.: Roy Fisher

Sample Information

DIME Sample ID: 2020-04-30-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 04/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/04/2020
The quantity of what the sample constitutes: One Lot of 115 Bars
A brief description of the sample: Galvanized Soil Nail Threaded Bar
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form San Diego

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: A108
System Manufacturer: Williams Form Engineering
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: ASTM A153 galvanized
Bar Heat Number(s): 100892227
Nut Heat Number(s): 8299543, CODE 8T1D
Bar Lot Number: 1
Nut Lot Number: 1
Coupler Heat Number(s): NA
Coupler Grade: NA

Test Results

Test 1 of 2

DIME Test ID: 2020-04-30-1-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 05/05/2020
Date Tested: 05/05/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Threaded Bar and 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
No.8/25mm0.79122439960397.19A615 Threaded Bar and Nutbewing
Temperature 72 f
UTM 400kip

Test 2 of 2

DIME Test ID: 2020-04-30-1-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 05/05/2020
Date Tested: 05/05/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: A615 Threaded Bar and 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
No.8/25mm0.79121902971140A615 Threaded Bar and Nutbewing
Temperature 72 f
UTM 400kip