Summary for Test 2020-02-05-5-2
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 212320 DEA: 060S5504 EFIS: 0614000220 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-32.40 |
| Award Date | 01/10/2019 |
| Closeout Date | 10/14/2020 |
| Work Description | MINOR A PROGRAM: LERDO CANAL MEDIAN GAP CLOSURE |
| Location Description | NEAR BAKERSFIELD AT LERDO CANAL |
| QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
| Sample Taken Date | 02/05/2020 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/07/2020 | Sample type | Quality Assurance |
| A brief description of the sample | Couplers | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Evan |
| Last name of sampler or witnessed by | Stensvad | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CMC Dayton Superior | |
| Transportation Laboratory (TL) Number | C601505 | Inspector Lot Number from the Transportation Laboratory (TL) Form | NA |
| 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 | CMC |
| Coupler Manufacturer | Dayton Superior | Intermediate Assembler or Fabricator | Unknown |
| Rebar Size | 5 | Coupler Model | D250 |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
| Coupler Component Heat/Lot Number(s) | MM15104833 | Rebar Heat Number(s) | 4093314 |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2020-02-05-5
DIME Test ID: 2020-02-05-5-2
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: 2020-02-10
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 02/10/2020
UTM: 400kip
Temperature: 72.00 f
Halo ID:
| Num | Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 2 | No. 5/16mm | 1 | 0 | 0.31 | 27400 | 88387 | Service Splice | bewing |
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 2/10/2020 ✔