Sample Record for 2026-07-17-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1002064 DEA: 010J8014 EFIS: 0120000032
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-299-R8/R9.2
Work Description: Blue Lake Realignment & SPGA Wall
Location Description: Blue Lake Landslide Repair
Contractor Name: STEVE MANNING CONSTRUCTION, INC
Contractor Address: 5211 Churn Creek Road, Redding, CA 96002
Resident Engineer: Ethan Retherford Structure Rep.: Adlai Evans
Sample Information
DIME Sample ID: 2026-07-17-7
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 07/17/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/21/2026
The quantity of what the sample constitutes: 98
A brief description of the sample: #9 Threaded Bar couplers hex nuts beveled washers
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Z Systems, Inc.
Material Information
Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size: #9
Nut Specification for Threaded Bar: ASTM A897 GR. 75
System Manufacturer: Z Systems
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: Uncoated
Bar Heat Number(s): 58070083
Nut Heat Number(s): 03236
Bar Lot Number:
Nut Lot Number: 03236
Coupler Heat Number(s): 5394158
Coupler Grade: 75
Test Results
Test
DIME Test ID: 2026-07-17-7-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 08/04/2026
Date Tested: 08/04/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Number of Samples
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3
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | 1 | 9 | 58070083 | 1 | 120400 | 84900 | 0000 | A615 Bar and Coupler | Atlas | | 2 | 9 | 58070083 | 1 | 121700 | 85600 | 14 | A615 Bar and Nut | Atlas | | 3 | 9 | 58070083 | 1 | 121700 | 85500 | 15 | A615 Bar and Nut | Atlas |
| |
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Temperature
|
0 f
|
|
UTM
|
NA
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