Summary for Test 2019-10-31-6-3
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 212914 DEA: 031E0604 EFIS: 0312000068 |
---|---|
DIST-CO-RTE-PM | 03-YUB-70-15.5/16.5 |
Award Date | 07/31/2019 |
Closeout Date | 08/30/2023 |
Work Description | SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055. |
Location Description | NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019. |
QA Service Level | 1 (Verified on 08/22/2019) |
Sample Information
Sample Taken Date | 10/31/2019 | Sample Unique Key | 6 |
---|---|---|---|
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 | 11/01/2019 |
Sample type | Quality Assurance | A brief description of the sample | Couplers |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Aaron | Last name of sampler or witnessed by | Chamberlain |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | HRC CMC | Transportation Laboratory (TL) Number | NA |
Inspector Lot Number from the Transportation Laboratory (TL) Form | NA | 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 | Unknown |
Rebar Size | 7 | Coupler Model | HRC 500/510 |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
Coupler Component Heat/Lot Number(s) | A182735 A182534 | Rebar Heat Number(s) | 4087608 |
Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2019-10-31-6
DIME Test ID: 2019-10-31-6-3
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: 2019-11-05
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 11/04/2019
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. 7/22mm | 1 | 0 | 0.6 | 56923 | 94872 | Bar Broke, Ok Necking | bewing |
General comments (publicly viewable) (Max 1000 characters): Bar Broke, 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 11/5/2019 ✔