Summary for Test 2020-09-10-2-2
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 214176 DEA: 033F0904 EFIS: 0312000056 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,SJ-5,160-Var |
| Award Date | 10/10/2019 |
| Closeout Date | 10/27/2022 |
| Work Description | REPLACE STRUCTURAL CONCRETE BRIDGES, PLACE CIDH & CISS CONCRETE PILES. |
| Location Description | SACRAMENTO COUNTY AT NORTH SACRAMENTO UNDERCROSSING AND SACRAMENTO RIVER BRIDGE AND IN SAN JOAQUIN COUNTY AT MOKELUMNE RIVER BRIDGE |
| QA Service Level | 1 (Verified on 05/29/2019) |
Sample Information
| Sample Taken Date | 09/10/2020 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 09/11/2020 |
| Sample type | Quality Assurance | A brief description of the sample | HRC 500/510 |
| The quantity of what the sample constitutes | lot of 150 bars | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Gramlick |
| Title of sampler | Associate Steel Inspector | Telephone number of sampler | 7076495471 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Camblin Steel Service, Benicia | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | B-3-301-20 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
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 Steel California |
| Coupler Manufacturer | HRC | Intermediate Assembler or Fabricator | Camblin Steel |
| Rebar Size | #8 | Coupler Model | 500 / 510 |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | 500 / A193741 510 / A193741 | Rebar Heat Number(s) | 3096949 |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2020-09-10-2
DIME Test ID: 2020-09-10-2-2
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 (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2020-09-11
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 09/11/2020
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 | 2 | No. 8/25mm | 2 | 0 | 0.79 | 75542 | 95623 | 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 9/11/2020 ✔