Summary for Test 2021-11-02-10-2
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
---|---|
DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
Award Date | 06/06/2018 |
Closeout Date | Not set |
Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
Location Description | LA/SBD County Line to PM 13.2 near I-15 |
QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
Sample Taken Date | 11/02/2021 | Sample Unique Key | 10 |
---|---|---|---|
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 | 11/22/2021 |
Sample type | Per Request | A brief description of the sample | #6 Dayton Superior Bar Lock |
The quantity of what the sample constitutes | 10 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Nestor | Last name of sampler or witnessed by | Alverez |
Title of sampler | Inspector | Telephone number of sampler | (909) 649-7610 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CMC Rebar | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Vineyard |
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 | CMC Rebar |
Coupler Manufacturer | Dayton Superior | Intermediate Assembler or Fabricator | |
Rebar Size | #6 | Coupler Model | Bar Lock S/CA |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
Coupler Component Heat/Lot Number(s) | 4000000953 | Rebar Heat Number(s) | 4111899 |
Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2021-11-02-10
DIME Test ID: 2021-11-02-10-2
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 (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2021-11-29
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 11/23/2021
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 | 2 | No. 6/19mm | 1 | 0 | 0.44 | 34147 | 77607 | 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 11/29/2021 ✔