Summary for Test 2019-06-04-2-2
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 06/04/2019 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/06/2019 | Sample type | Quality Assurance |
| A brief description of the sample | Bar Reinforcement Steel Couplerss | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Ryan |
| Last name of sampler or witnessed by | Cummings | Title of sampler | Associate Steel Inspector |
| Telephone number of sampler | 209-662-3492 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CMC Rebar Fresno, CA | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | S29-058-19 | |
| 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 A706 |
| Material Grade | 60 | Rebar Manufacturer | CMC Rebar |
| Coupler Manufacturer | HRC | Intermediate Assembler or Fabricator | Unknown |
| Rebar Size | 11 | Coupler Model | 500 510 |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
| Coupler Component Heat/Lot Number(s) | 73112680 189111 | Rebar Heat Number(s) | 4077835 |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2019-06-04-2
DIME Test ID: 2019-06-04-2-2
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 (Tensile Slip)
Test Release Date: 2019-06-11
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 06/11/2019
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 | 2 | 1 | #11/36mm | 1.56 | 0 | 146330 | 93801 | OK Necking | Fred |
General comments (publicly viewable) (Max 1000 characters): OK Necking
Test Graph
Source: Partner Data Point FileTest graph for the Sample
Test was verified on 6/11/2019 ✔