Summary for Test 2023-09-21-80-1
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-I5-2.5/R15.9 |
| Award Date | 04/28/2023 |
| Closeout Date | Not set |
| Work Description | Roadway rehabilitation and bridge improvements along I5 in Mount Shasta |
| Location Description | SIS I5 2.5/R15.9 |
| QA Service Level | 1 (Verified on 05/03/2023) |
Sample Information
| Sample Taken Date | 09/21/2023 | Sample Unique Key | 80 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/10/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Dayton Superior coupler | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Mike |
| Last name of sampler or witnessed by | Sears | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Comblin Steel | |
| Transportation Laboratory (TL) Number | c778604 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Production Testing |
|---|---|---|---|
| Service or Ultimate | Service | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Manufacturer | Dayton Superiour |
| Coupler Manufacturer | Barlock | Intermediate Assembler or Fabricator | |
| Rebar Size | #9 | Coupler Model | Bar-Lock |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | 4000003595 | Rebar Heat Number(s) | 2310734 |
| Rebar Size 2 | Coupler Unique ID | SL-17-01 |
Test Details
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DIME Sample ID: 2023-09-21-80
DIME Test ID: 2023-09-21-80-1
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 (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2023-10-12
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 10/10/2023
UTM: 400kip
Temperature: 72.00 f
Halo ID: Small
| Num | Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 1 | No. 9/29mm | 1 | 0.0047 | 1 | 90291 | 90291 | Service Splice | aauvinen |
General comments (publicly viewable) (Max 1000 characters): Service Splice
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.
Test was verified on 10/12/2023 ✔