Summary for Test 2026-09-18-4-1
Test performed: ASTM A615-20Project Information
| Project Identifiers | Project ID: 1000710 DEA: 100P9244 EFIS: 1023000226 |
|---|---|
| DIST-CO-RTE-PM | 10-MPA-140-42.0/42.7 |
| Award Date | 08/22/2025 |
| Closeout Date | Not set |
| 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. |
| QA Service Level | 1 (Verified on 10/15/2024) |
Sample Information
| Sample Taken Date | 09/18/2026 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/23/2026 | Sample type | Quality Assurance |
| A brief description of the sample | R61 #8 Gr 75 All-Thread Bar | The quantity of what the sample constitutes | 40- Various Lengths |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Adrian |
| Last name of sampler or witnessed by | Sanchez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Williams Form Engineering-SD | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Threaded Bar | 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 Details
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DIME Sample ID: 2026-09-18-4
DIME Test ID: 2026-09-18-4-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2026-09-30
Test Results
Number of Samples: 2
Input Type: Measured
Tester's full name: Steven Paine
Date of test: 09/30/2026
UTM: NA
Temperature: 0 f
| Num | Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|---|
| 1 | 1 | 8 | 1000233224 | 0.79 | 128500 | 97400 | 9 | A615 Bar and Nut | Atlas |
| 2 | 2 | 8 | 1000233224 | 0.79 | 125000 | 99700 | 0000 | A615 Bar and Nut and Coupler | Atlas |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/30/2026 ✔