Summary for Test 2017-12-08-1-3
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 209114 DEA: 040A7104 EFIS: 0400000160 COOP: 042550 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-880-28.4/29.2 |
| Award Date | 04/30/2014 |
| Closeout Date | 07/23/2020 |
| Work Description | WIDEN ROADS, RECONSTRUCT RAMPS WITH HMA, REPLACE 2 CONC OVERCROSSINGS. |
| Location Description | ALAMEDA COUNTY IN ALAMEDA AND OAKLAND FROM 0.2 MILE SOUTH OF 29TH AVENUE OVERCROSSING TO 0.3 MILE NORTH OF 23RD AVENUE OVERCROSSING. |
| QA Service Level | 1 (Verified on 10/11/2013) |
Sample Information
| Sample Taken Date | 12/08/2017 | Sample Unique Key | 1 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 12/11/2017 |
| Sample type | Quality Assurance | A brief description of the sample | Resistance Butt Welded Hoops |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ed | Last name of sampler or witnessed by | Fleming |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Harris Rebar | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | B10-332-17 | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | SMTL TM5 - Welded Hoops | Production or Authorization Testing | Production Testing |
|---|---|---|---|
| Service or Ultimate | Ultimate | Rebar Heat Number(s) | SE14103804 |
| Hoop Manufacturer Lot Number(s) | H102 | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Size | 8 |
| Diameter of Hoop | 5'-3" | Epoxy Coated | No |
| Epoxy Coating Color | NA | Rebar Manufacturer | Nucor |
| Welding Company | Harris Rebar | Coating Standards | Uncoated |
| Weld Type | Flash Welded |
Test Details
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DIME Sample ID: 2017-12-08-1
DIME Test ID: 2017-12-08-1-3
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: 2017-12-19
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 12/11/2017
UTM: 400KIP
Temperature: 72 F
| Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|
| 1 | 3 | H102 | #8/25mm | 0.79 | 75570 | 95660 | Bar Broke | Fred |
General comments (publicly viewable) (Max 1000 characters): Bar Broke; OK Necking
Test Graph
Source: Partner Data Point FileTest graph for the Sample
Test was verified on 12/12/2017 ✔