Summary for Test 2018-07-09-3-2
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 212574 DEA: 02368414 EFIS: 0215000066 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-R4.6/R6.4 |
| Award Date | 10/13/2017 |
| Closeout Date | 11/24/2021 |
| Work Description | CONSTRUCT OVERCROSSING, WIDEN WITH HMA AND AB, AND OVERLAY WITH HMA |
| Location Description | SHASTA COUNTY NEAR PALO CEDRO FROM CLOUGH CREEK BRIDGE TO 0.6 MILE WEST OF DESCHUTES ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/28/2017) |
Sample Information
| Sample Taken Date | 07/09/2018 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 07/09/2018 |
| Sample type | Quality Assurance | A brief description of the sample | size 14 epoxy coated rebar couplers |
| The quantity of what the sample constitutes | 25 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Eric | Last name of sampler or witnessed by | Chaffee |
| Title of sampler | SR | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | BarSplice | Transportation Laboratory (TL) Number | C733276 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Authorization Testing |
|---|---|---|---|
| Service or Ultimate | Ultimate | Material Standard Code | ASTM A615 |
| Material Grade | 60 | Rebar Manufacturer | Cascade Steel |
| Coupler Manufacturer | BarSplice | Intermediate Assembler or Fabricator | Unknown |
| Rebar Size | 14 | Coupler Model | Grip Twist |
| Coating Standards | ASTM A775 | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
| Coupler Component Heat/Lot Number(s) | Grip Twist male A160392 Grip Twist female A1 | Rebar Heat Number(s) | 201318, 201418, 471117, |
| Rebar Size 2 | Not set | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2018-07-09-3
DIME Test ID: 2018-07-09-3-2
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: 2018-07-18
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 07/10/2018
UTM: 2000KIP
Halo ID: Big
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 | #14/43mm | 2.25 | 0 | 224724 | 99877 | necking okay | Brian |
General comments (publicly viewable) (Max 1000 characters): necking okay
Test Graph
Source: Partner Data Point FileTest graph for the Sample
Test was verified on 7/11/2018 ✔