Summary for Test 2022-02-02-1-1
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 215236 DEA: 081C6804 EFIS: 0812000343 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74,79and371-Varies |
| Award Date | 12/29/2020 |
| Closeout Date | 07/07/2025 |
| Work Description | REPLACE STRUCTURAL CONCRETE BRIDGE, RETAINING WALL AND BOX CULVERT. |
| Location Description | RIVERSIDE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/02/2021) |
Sample Information
| Sample Taken Date | 02/02/2022 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/03/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Mechanical Couplers | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Arnel |
| Last name of sampler or witnessed by | Vega | Title of sampler | Structure Representative |
| Telephone number of sampler | 951-906-9897 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dayton Superior | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 56-0189 | Structure name | Arroyo Seco bridge |
| Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Authorization Testing |
|---|---|---|---|
| Service or Ultimate | Service | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Manufacturer | CMC |
| Coupler Manufacturer | Dayton Superior | Intermediate Assembler or Fabricator | |
| Rebar Size | #7 | Coupler Model | Bar-Lock |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | 162982/A180950 | Rebar Heat Number(s) | 4108950 |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2022-02-02-1
DIME Test ID: 2022-02-02-1-1
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: 2022-02-04
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 02/04/2022
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. 7/22mm | 1 | -0.0036 | 0.6 | 51748 | 86247 | Service splice | bewing |
General comments (publicly viewable) (Max 1000 characters): Service splice
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.
Test was verified on 2/4/2022 ✔