Summary for Test 2021-02-18-3-3
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 214655 DEA: 030H3304 EFIS: 0315000145 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT,TEH-99-13.3/19.5,45.9,0.0/0.2 |
| Award Date | 04/21/2020 |
| Closeout Date | 09/23/2021 |
| Work Description | REPLACE BRIDGE RAILS AND WIDEN BRIDGE. |
| Location Description | BUTTE COUNTY NEAR CHICO FROM 0.1 MILE NORTH OF RICHVALE EAST ROAD TO 1.6 MILES NORTH OF BROYLES ROAD |
| QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
| Sample Taken Date | 02/18/2021 | 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 | 02/18/2021 |
| Sample type | Quality Assurance | A brief description of the sample | #10 Barsplice Grip Twist Couplers Lot 1A and Lot 1B |
| The quantity of what the sample constitutes | 100 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Sherri | Last name of sampler or witnessed by | Brannon |
| Title of sampler | QA | Telephone number of sampler | 916-826-6371 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Camblin Steel Service | 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 |
| Coupler Manufacturer | Bar Splice | Intermediate Assembler or Fabricator | Fabricator |
| Rebar Size | #10 | Coupler Model | Grip Twist Couplers |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | A201362/6O1 Male A195234/5Y1 Female | Rebar Heat Number(s) | 9002040 |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2021-02-18-3
DIME Test ID: 2021-02-18-3-3
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: 2021-02-24
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 02/24/2021
UTM: 2000kip
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 | 2 | No. 10/32mm | 1A | 0 | 1.27 | 122194 | 96216 | Ok Necking | bewing |
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 2/24/2021 ✔