Summary for Test 2024-12-09-9-1
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 1000696 DEA: 061H3304 EFIS: 0625000036 |
|---|---|
| DIST-CO-RTE-PM | 06--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/14/2024) |
Sample Information
| Sample Taken Date | 12/09/2024 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/10/2024 | Sample type | Quality Assurance |
| A brief description of the sample | #11 D250L Coupler | The quantity of what the sample constitutes | 1 lot |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Fares |
| Last name of sampler or witnessed by | Thwabah | Title of sampler | Assistant Structure Representative |
| Telephone number of sampler | 559-287-5457 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Job Site | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 42-0171 | Structure name | Toulumne Street OC |
| Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Authorization Testing |
|---|---|---|---|
| Service or Ultimate | Service | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Manufacturer | Nucor Steel |
| Coupler Manufacturer | Dayton Superior | Intermediate Assembler or Fabricator | |
| Rebar Size | #11 | Coupler Model | D250L |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | 207506 4000016126 4000016130 | Rebar Heat Number(s) | 3500039578 |
| Rebar Size 2 | Coupler Unique ID | SL-17-06 |
Test Details
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DIME Sample ID: 2024-12-09-9
DIME Test ID: 2024-12-09-9-1
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 Slip)
Test Release Date: 2024-12-14
Test Results
Number of Samples: 4
Input Type: Calculated
Tester's full name: Alexis Vargas-Bastida
Date of test: 12/13/2024
UTM: NA
Halo ID: 000
Temperature: 0 f
| Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|---|
| 1 | 1A | 207506 | 11 | 1.56 | 0.0020 | 139760 | 89590 | Atlas Technical Consultants | Miguel Baltazar |
| 2 | 2A | 207506 | 11 | 1.56 | 000 | 137150 | 87917 | Atlas Technical Consultants | Miguel Baltazar |
| 3 | 3A | 207506 | 11 | 1.56 | 000 | 141250 | 90545 | Atlas Technical Consultants | Miguel Baltazar |
| 4 | 4A | 207506 | 11 | 1.56 | 000 | 144330 | 92519 | Atlas Technical Consultants | Miguel Baltazar |
General comments (publicly viewable) (Max 1000 characters): Atlas Technical Consultants
Test was verified on 12/14/2024 ✔