Summary for Test 2026-03-10-7-1
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 1001955 DEA: 061H6904 EFIS: 0625000252 COOP: NONE |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-190-42.75 |
| Award Date | 07/14/2025 |
| Closeout Date | Not set |
| Work Description | Install Sidehill Viaduct (Bridge No. 46-0285). |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 02/17/2026) |
Sample Information
| Sample Taken Date | 03/10/2026 | Sample Unique Key | 7 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 03/13/2026 |
| Sample type | Quality Assurance | A brief description of the sample | #6 x 2'-6" |
| The quantity of what the sample constitutes | 8 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Alexis | Last name of sampler or witnessed by | Millan |
| Title of sampler | CT METS QA INSPECTOR | Telephone number of sampler | 9097569960 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CMC Rebar | Transportation Laboratory (TL) Number | L191-034-26 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Welded Hoops | Production or Authorization Testing | Authorization Testing |
|---|---|---|---|
| Service or Ultimate | Ultimate | Rebar Heat Number(s) | 4153620 |
| Hoop Manufacturer Lot Number(s) | 1 & 2 | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Size | #6 |
| Diameter of Hoop | 2'-6" | Epoxy Coated | No |
| Epoxy Coating Color | NA | Rebar Manufacturer | CMC |
| Welding Company | CMC Rebar | Coating Standards | Uncoated |
| Weld Type | Flash Welded |
Test Details
DIME Sample ID: 2026-03-10-7
DIME Test ID: 2026-03-10-7-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Test Release Date: 2026-03-19
Test Results
Number of Samples: 8
Input Type: Measured
Tester's full name: Steven Paine
Date of test: 03/19/2026
UTM: NA
Temperature: 0 f
| Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|
| 1 | 1 | 1 | 6 | 0.44 | 40600 | 92500 | ok necking | Kleinfelder |
| 2 | 2 | 1 | 6 | 0.44 | 39880 | 90500 | ok necking | Kleinfelder |
| 3 | 3 | 1 | 6 | 0.44 | 39720 | 90500 | ok necking | Kleinfelder |
| 4 | 4 | 1 | 6 | 0.44 | 40590 | 92500 | ok necking | Kleinfelder |
| 5 | 1 | 2 | 6 | 0.44 | 43680 | 99500 | ok necking | Kleinfelder |
| 6 | 2 | 2 | 6 | 0.44 | 40120 | 91000 | ok necking | Kleinfelder |
| 7 | 3 | 2 | 6 | 0.44 | 41570 | 94500 | broke in affected area | Kleinfelder |
| 8 | 4 | 2 | 6 | 0.44 | 39870 | 90500 | ok necking | Kleinfelder |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/19/2026 ✔
