Summary for Test 2018-07-19-1-3
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 212618 DEA: 044G0564 EFIS: 0417000154 |
---|---|
DIST-CO-RTE-PM | 04-ALA-680-M2.4/M12.4 |
Award Date | 11/16/2017 |
Closeout Date | 12/08/2022 |
Work Description | ROADWAY REHAB, BRIDGE REPLACEMENT, RET. WALLS, TOLL SYSTEMS |
Location Description | FREMONT AND AT SUNOL FROM MISSION BOULEVARD SEPARATION TO KOOPMAN ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 10/16/2017) |
Sample Information
Sample Taken Date | 07/19/2018 | 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 | Not set |
Sample type | Quality Assurance | A brief description of the sample | Bar Lock Couplers |
The quantity of what the sample constitutes | 150 | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Ed | Last name of sampler or witnessed by | Fleming |
Title of sampler | TET | Telephone number of sampler | 707-310-2029 |
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 | B10-167-18 | 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 A706 |
Material Grade | 60 | Rebar Manufacturer | Nucor |
Coupler Manufacturer | Dayton Superior | Intermediate Assembler or Fabricator | Ramon Tapia |
Rebar Size | 8 | Coupler Model | Bar Lock Standard |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
Coupler Component Heat/Lot Number(s) | A152317 | Rebar Heat Number(s) | SE18101740 |
Rebar Size 2 | Not set | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2018-07-19-1
DIME Test ID: 2018-07-19-1-3
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 Slip)
Test Release Date: 2018-07-30
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 07/23/2018
UTM: 400KIP
Halo ID: Small
Temperature: 72 F
Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
---|---|---|---|---|---|---|---|---|---|
1 | 3 | C01 | #8/25mm | 0.79 | 0 | 73725 | 93323 | Service Splice | Fred |
General comments (publicly viewable) (Max 1000 characters): Service Splice
Test Graph
Source: Partner Data Point FileTest graph for the Sample
Test was verified on 7/23/2018 ✔