Summary for Test 2019-04-30-8-1
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 208973 DEA: 120H1004 EFIS: 1200000180 COOP: 120670 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-405,73,405,605-9.3/24.3 |
| Award Date | 11/07/2016 |
| Closeout Date | Not set |
| Work Description | (Alternative Delivery) San Diego Freeway (I-405) Improvement Project SR-73 to I-605, Design Build Project, Administered by Orange County Transportation Authority, Caltrans METS to perform Source Inspection per RFP. |
| Location Description | Orange and Los Angeles Counties: 12-ORA-405 PM 9.3/24.2 / 07-LA-405 PM 0.0/1.2 12-ORA-22 PM R0.7/R3.8 / 12-ORA-22 PM R0.5/R0.7 12-ORA-73 PM R27.2/R27.8 / 12-ORA-605 PM 3.5/R1.6 07-LA-605 PM R0.0/R1.2 |
| QA Service Level | 1 (Verified on 09/10/2015) |
Sample Information
| Sample Taken Date | 04/30/2019 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/03/2019 | Sample type | Quality Assurance |
| A brief description of the sample | 4-#9 Lenton IP8395 & IP8396 Couplers with reinforcement | The quantity of what the sample constitutes | 1500 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Matt |
| Last name of sampler or witnessed by | Ruiz | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CMC Rebar Erico Lenton | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Production Testing |
|---|---|---|---|
| Service or Ultimate | Ultimate | Material Standard Code | ASTM A615 |
| Material Grade | 60 | Rebar Manufacturer | Unknown |
| Coupler Manufacturer | Lenton | Intermediate Assembler or Fabricator | Unknown |
| Rebar Size | 9 | Coupler Model | IP8395 IP8396 |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
| Coupler Component Heat/Lot Number(s) | 1 | Rebar Heat Number(s) | Unknown |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2019-04-30-8
DIME Test ID: 2019-04-30-8-1
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 (Tensile Slip)
Test Release Date: 2019-05-28
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 05/20/2019
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 | 1 | 1 | #9/29mm | 1 | -0.0021 | 95125 | 95125 | Bar Broke, Ok Necking | Brian |
General comments (publicly viewable) (Max 1000 characters): Bar Broke, Ok Necking
Test Graph
Source: Partner Data Point FileTest graph for the Sample
Test was verified on 5/21/2019 ✔