Sample Record for 2026-09-18-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000710 DEA: 100P9244 EFIS: 1023000226
QA Service Level: 1
DIST-CO-RTE-PM: 10-MPA-140-42.0/42.7
Work Description: Fergusen Slide Rock Avalanche Shed
Location Description: Mariposa County, along Route 140 in the Merced River canyon, about 8 miles east of Briceburg and 7.6 miles west of El Portal.
Contractor Name: Myers and Sons Construction, LLC/Ralph L. Wadsworth
Contractor Address: 2554 Millcreek Drive, Sacramento, CA 95833
Resident Engineer: Jonathan Ngai Structure Rep.: Sai Kasaraneni
Sample Information
DIME Sample ID: 2026-09-18-4
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: 09/18/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2026
The quantity of what the sample constitutes: 40- Various Lengths
A brief description of the sample: R61 #8 Gr 75 All-Thread Bar
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Engineering-SD
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: ASTM A29/A108
System Manufacturer: Williams Form Engineering San Diego
Epoxy Coating Color: Purple
Threaded Bar Application:
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 1000233224
Nut Heat Number(s): 1000132565
Bar Lot Number:
Nut Lot Number: 8Z1D
Coupler Heat Number(s): 79019866
Coupler Grade: 75
Test Results
Test
DIME Test ID: 2026-09-18-4-1
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/30/2026
Date Tested: 09/30/2026
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:
|
Number of Samples
|
2
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | 1 | 8 | 1000233224 | 0.79 | 128500 | 97400 | 9 | A615 Bar and Nut | Atlas | | 2 | 8 | 1000233224 | 0.79 | 125000 | 99700 | 0000 | A615 Bar and Nut and Coupler | Atlas |
| |
|
Temperature
|
0 f
|
|
UTM
|
NA
|
