Summary for Test 2020-03-03-29-1
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 | 03/03/2020 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 04/09/2020 |
| Sample type | Quality Assurance | A brief description of the sample | HRC 500 510 Couplers |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | GIOVANNI | Last name of sampler or witnessed by | mikhail |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | HRC CMC Rebar | 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 | Ultimate | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Manufacturer | CMC Rebar |
| Coupler Manufacturer | HRC | Intermediate Assembler or Fabricator | Unknown |
| Rebar Size | #5 | Coupler Model | HRC 500-510 |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
| Coupler Component Heat/Lot Number(s) | A192010 A192833 | Rebar Heat Number(s) | 4094034 |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2020-03-03-29
DIME Test ID: 2020-03-03-29-1
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 (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2020-04-10
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 04/10/2020
UTM: 400kip
Temperature: 72.00 f
Halo ID: Small
| Num | Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 1 | No. 5/16mm | 3 | 0.001 | 0.31 | 27882 | 89943 | OK Necking | fsaylor |
General comments (publicly viewable) (Max 1000 characters): OK Necking
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.
Test was verified on 4/10/2020 ✔