Summary for Test 2016-12-16-3-2
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 210794 DEA: 062HT104 EFIS: 0612000287 |
---|---|
DIST-CO-RTE-PM | 06-FRE-99-23.5/26.7 |
Award Date | 06/30/2016 |
Closeout Date | 09/16/2020 |
Work Description | (Alternative Delivery) Realign Freeway CONTACT SMR PRIOR TO PERFORMING ANY TESTING OR INSPECTION. CMGC PROJECT. Realign Route 99 between Ashlan Avenue and Olive Avenue to accommodate the High Speed Train (HST). |
Location Description | State Highway 99 in Fresno (Fresno County) from 0.2 miles North of Olive Ave over-crossing to 0.2 miles North of Ashlan Ave over-crossing. |
QA Service Level | 1 (Verified on 10/01/2015) |
Sample Information
Sample Taken Date | 12/16/2016 | 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 | 12/19/2016 |
Sample type | Quality Assurance | A brief description of the sample | Flash Welded Rebar Hoops |
The quantity of what the sample constitutes | 8 | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Ed | Last name of sampler or witnessed by | Trasoras |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | CMC Rebar | Transportation Laboratory (TL) Number | C953628 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | L10700116 | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | SMTL TM5 - Welded Hoops | Production or Authorization Testing | Authorization Testing |
---|---|---|---|
Service or Ultimate | Ultimate | Rebar Heat Number(s) | 4060111 |
Hoop Manufacturer Lot Number(s) | 1 2 | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Size | 7 |
Diameter of Hoop | 4'-6" | Epoxy Coated | No |
Epoxy Coating Color | NA | Rebar Manufacturer | CMC |
Welding Company | CMC Rebar (Etiwanda) | Coating Standards | Uncoated |
Weld Type | Flash Welded |
Test Details
DIME Sample ID: 2016-12-16-3
DIME Test ID: 2016-12-16-3-2
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 (Tensile)
Test Release Date: 2016-12-27
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 12/20/2016
UTM: 400KIP
Temperature: 72 F
Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
---|---|---|---|---|---|---|---|---|
1 | 2 | 1 | #7/22mm | 0.6 | 58700 | 97830 | Bar Broke | Fred |
General comments (publicly viewable) (Max 1000 characters): Bar Broke; OK Necking
Test Graph
Source: Partner Data Point FileTest graph for the Sample
Test was verified on 12/20/2016 ✔