Summary for Test 2016-09-29-1-2
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 | 09/29/2016 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/29/2016 | Sample type | Quality Assurance |
| A brief description of the sample | Coupler 500 510 | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Rodelio |
| Last name of sampler or witnessed by | Bluyot | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Harris Rebar |
| Transportation Laboratory (TL) Number | C759604 | Inspector Lot Number from the Transportation Laboratory (TL) Form | NA |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Production Testing |
|---|---|---|---|
| Service or Ultimate | Ultimate | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Manufacturer | Nucor |
| Coupler Manufacturer | HRC | Intermediate Assembler or Fabricator | Unknown |
| Rebar Size | #8 | Coupler Model | 500 510 |
| Coating Standards | Uncoated | Shape of Rebar | Hoop |
| Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Harris Rebar |
| Coupler Component Heat/Lot Number(s) | A162885 | Rebar Heat Number(s) | SE1510505047 |
| Rebar Size 2 | Not set | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2016-09-29-1
DIME Test ID: 2016-09-29-1-2
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 (Tensile)
Test Release Date: 2016-09-30
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 09/30/2016
UTM: 400KIP
Temperature: 72 F
| Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|
| 1 | 2 | C07 | #8/25mm | 0.79 | 77510 | 98110 | 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 9/30/2016 ✔