Summary for Test 2021-07-21-13-3
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 215126 DEA: 010G33U4 EFIS: 0120000002 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-20-5.1/6.3 |
| Award Date | 11/19/2020 |
| Closeout Date | 10/07/2022 |
| Work Description | Widen shoulders and replace bridge with box culvert. |
| Location Description | LAKE COUNTY NEAR UPPER LAKE FROM 0.4 MILE WEST OF WITTER SPRINGS ROAD TO 0.4 MILE EAST OF BACHELOR CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/26/2020) |
Sample Information
| Sample Taken Date | 07/21/2021 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 07/22/2021 |
| Sample type | Quality Assurance | A brief description of the sample | #4 barsplice grip-twist couplers |
| The quantity of what the sample constitutes | 424 sets | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Greg | Last name of sampler or witnessed by | Thompson |
| Title of sampler | Associate Steel Inspector | Telephone number of sampler | 510-376-7155 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Camblin Benicia CMC Barsplice | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | B9-018-21 | Structure unique identifier | |
| Structure name | wall |
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 Steel Arizona |
| Coupler Manufacturer | Bar Splice Products | Intermediate Assembler or Fabricator | Camblin Steel Services Inc |
| Rebar Size | #4 | Coupler Model | Taper Grip-Twist |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | 201646 | Rebar Heat Number(s) | 4107051 |
| Rebar Size 2 | 4 | Coupler Unique ID | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2021-07-21-13
DIME Test ID: 2021-07-21-13-3
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: 2021-07-22
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name:
Date of test: 07/22/2021
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 | No. 4/13mm | 0 | 0.2 | 19816 | 99079 | OK Necking |
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 7/22/2021 ✔