Summary for Test 2019-12-20-9-6
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 213444 DEA: 060Q2804 EFIS: 0613000051 |
---|---|
DIST-CO-RTE-PM | 06-KER-99,178-23.8/R28.4,0.1 |
Award Date | 10/03/2018 |
Closeout Date | 05/11/2023 |
Work Description | RECONSTRUCT LANES AND SHOULDERS WITH CRCP, MODIFYING ELECTRICAL SYSTEM |
Location Description | KERN COUNTY IN BAKERSFIELD ON ROUTE 99 FROM 0.3 MILE SOUTH OF PALM AVENUE OVERCROSSING TO BEARDSLEY CANAL BRIDGE AND ON ROUTE 178 AT ROUTE 99/178 SEPARATION |
QA Service Level | 1 (Verified on 12/13/2018) |
Sample Information
Sample Taken Date | 12/20/2019 | Sample Unique Key | 9 |
---|---|---|---|
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 | 12/26/2019 |
Sample type | Quality Assurance | A brief description of the sample | Couplers |
The quantity of what the sample constitutes | 8 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Jesus | Last name of sampler or witnessed by | Diaz |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CMC Rebar | Transportation Laboratory (TL) Number | C571209 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | NA | Structure unique identifier | |
Structure name |
Material Information
Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Authorization Testing |
---|---|---|---|
Service or Ultimate | Service | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Manufacturer | CMC |
Coupler Manufacturer | Dayton Superior | Intermediate Assembler or Fabricator | Unknown |
Rebar Size | 6 | Coupler Model | Bar Lock L Series |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
Coupler Component Heat/Lot Number(s) | MM18108718 | Rebar Heat Number(s) | 4092342, 4092343 |
Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2019-12-20-9
DIME Test ID: 2019-12-20-9-6
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 (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2019-12-27
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 12/27/2019
UTM: 400kip
Temperature: 72.00 f
Halo ID:
Num | Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
---|---|---|---|---|---|---|---|---|---|---|
1 | 3 | No. 6/19mm | 2 | 0 | 0.44 | 42575 | 96760 | Service Splice | bewing |
General comments (publicly viewable) (Max 1000 characters): Service Splice
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.
Test was verified on 12/27/2019 ✔