Summary for Test 2017-05-05-1-1
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 211854 DEA: 043G0804 EFIS: 0400021272 |
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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 |
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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 |
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
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 ✔