Summary for Test 2021-10-08-4-1
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 214511 DEA: 010E0004 EFIS: 0113000091 |
---|---|
DIST-CO-RTE-PM | 01-HUM-101-84.4/84.8 |
Award Date | 01/29/2020 |
Closeout Date | 11/22/2023 |
Work Description | BRIDGE RAIL REPLACEMENT. |
Location Description | HUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE |
QA Service Level | 1 (Verified on 11/13/2019) |
Sample Information
Sample Taken Date | 10/08/2021 | Sample Unique Key | 4 |
---|---|---|---|
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 | 10/11/2021 |
Sample type | Quality Assurance | A brief description of the sample | Sleeve-Swaged Taper Threaded Grip-Twist SS1707 |
The quantity of what the sample constitutes | 20 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Rigoberto | Last name of sampler or witnessed by | Marin |
Title of sampler | Telephone number of sampler | 9515000685 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Camblin Steel | 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 | Service | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Manufacturer | CMC Rebar |
Coupler Manufacturer | BarSplice | Intermediate Assembler or Fabricator | |
Rebar Size | #6 | Coupler Model | SS 17 03 Grip Twist |
Coating Standards | ASTM A775 epoxy | Shape of Rebar | Straight |
Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
Coupler Component Heat/Lot Number(s) | Male A177056 Female 177527 | Rebar Heat Number(s) | 4111946 |
Rebar Size 2 | 6 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2021-10-08-4
DIME Test ID: 2021-10-08-4-1
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: 2021-10-12
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 10/12/2021
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. 6/19mm | 1 | 0.0006 | 0.44 | 43144 | 98054 | 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 10/12/2021 ✔