Summary for Test 2024-10-01-28-3
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 1000259 DEA: 050N74V4 EFIS: 0522000043 |
---|---|
DIST-CO-RTE-PM | 05-SB-101-9.2/9.7 |
Award Date | 02/08/2024 |
Closeout Date | Not set |
Work Description | Not set |
Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY AT MONTECITO FROM 0.2 MILE NORTH OF SHEFFIELD DRIVE UNDERCROSSING TO 0.3 MILE SOUTH OF SAN YSIDRO ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
Sample Taken Date | 10/01/2024 | Sample Unique Key | 28 |
---|---|---|---|
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 | 10/02/2024 |
Sample type | Quality Assurance | A brief description of the sample | Coupler |
The quantity of what the sample constitutes | NA | From where was the sample collected | Job Site |
First name of sampler or witnessed by | victor | Last name of sampler or witnessed by | delarruz |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Job Site | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
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 |
Coupler Manufacturer | Erico | Intermediate Assembler or Fabricator | |
Rebar Size | #5 | Coupler Model | Lenton Form savor |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
Coupler Component Heat/Lot Number(s) | M0209 | Rebar Heat Number(s) | 4141968, 4142910 |
Rebar Size 2 | Coupler Unique ID | ST-17-05 |
Test Details
DIME Sample ID: 2024-10-01-28
DIME Test ID: 2024-10-01-28-3
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 (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2024-10-03
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 10/03/2024
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. 5/16mm | 1 | 0 | 0.31 | 29798 | 96123 | Service Splice | aauvinen |
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 10/3/2024 ✔