Summary for Test 2017-05-05-1-1
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 211854 DEA: 043G0804 EFIS: 0400021272 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-1-30.5 |
| Award Date | 01/20/2017 |
| Closeout Date | 02/27/2019 |
| Work Description | CONSTRUCT ROADWAY AND SOIL NAIL WALLS |
| Location Description | SONOMA COUNTY NEAR FORT ROSS AT 2.6 MILES SOUTH OF FORT ROSS ROAD |
| QA Service Level | 1 (Verified on 03/13/2017) |
Sample Information
| Sample Taken Date | 05/05/2017 | Sample Unique Key | 1 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/09/2017 |
| Sample type | Quality Assurance | A brief description of the sample | Epoxy coated coupler, Grade 75 |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ken | Last name of sampler or witnessed by | Varela |
| Title of sampler | Associate Steel Inspector | Telephone number of sampler | (213) 620-2341 |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Williams Form | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L08-039-17 | 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 | Service | Material Standard Code | ASTM A615 |
| Material Grade | 60 | Rebar Manufacturer | unknown |
| Coupler Manufacturer | Williams Form | Intermediate Assembler or Fabricator | Eaton Steel Bar Co |
| Rebar Size | No. 8 | Coupler Model | unknown |
| Coating Standards | ASTM A934 | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
| Coupler Component Heat/Lot Number(s) | unknown | Rebar Heat Number(s) | unknown |
| Rebar Size 2 | Not set | Coupler Unique ID | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2017-05-05-1
DIME Test ID: 2017-05-05-1-1
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 (Necking)
Test Release Date: 2017-05-18
Test Results
Necking Test Option: Necking Test Option I
Shape of the Sample: Straight Sample
Input Type: Measured
Tester's full name: Glen Weldon
Date of test: 05/10/2017
Sample 1 Visible Necking?: No
Sample 1 Location of Fracture?: coupler
Sample 2 Visible Necking?: No
Sample 2 Location of Fracture?: coupler
Sample 3 Visible Necking?: No
Sample 3 Location of Fracture?: N A
Sample 4 Visible Necking?: No
Sample 4 Location of Fracture?: N A
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/11/2017 ✔