Summary for Test 2023-06-08-52-2
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 993279 DEA: 010E0904 EFIS: 0113000123 |
---|---|
DIST-CO-RTE-PM | 01-MEN-20-33.3/34.4 |
Award Date | 05/06/2022 |
Closeout Date | Not set |
Work Description | CONSTRUCT NEW BRIDGE, REMOVE TWO BRIDGES, EARTHWORK AND PAVING. (Bridge No. 10-0310) |
Location Description | MENDOCINO COUNTY NEAR UKIAH FROM 0.3 MILE WEST OF RUSSIAN RIVER BRIDGE AND OVERHEAD TO 0.3 MILE EAST OF COUNTY ROAD 144 |
QA Service Level | 1 (Verified on 10/04/2021) |
Sample Information
Sample Taken Date | 06/08/2023 | Sample Unique Key | 52 |
---|---|---|---|
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 | 06/22/2023 |
Sample type | Quality Assurance | A brief description of the sample | HRC 500 510 Couplers |
The quantity of what the sample constitutes | 32 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Westin | Last name of sampler or witnessed by | M |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Russian River Bridge Replacement | 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 | HRC | Intermediate Assembler or Fabricator | |
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) | 79001742 | Rebar Heat Number(s) | 4128896 |
Rebar Size 2 | Coupler Unique ID | TP-17-03 |
Test Details
DIME Sample ID: 2023-06-08-52
DIME Test ID: 2023-06-08-52-2
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: 2023-06-23
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 06/23/2023
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 | 1 | 0 | 0.79 | 77740 | 98405 | Ok Necking Ultimate | aauvinen |
General comments (publicly viewable) (Max 1000 characters): Ok Necking Ultimate
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.
Test was verified on 6/23/2023 ✔