Summary for Test 2022-07-12-4-3
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 993301 DEA: 060U2804 EFIS: 0615000293 |
---|---|
DIST-CO-RTE-PM | 06-TUL-245-1.4,4.2 |
Award Date | 01/03/2022 |
Closeout Date | Not set |
Work Description | PRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL. |
Location Description | TULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE |
QA Service Level | 1 (Verified on 10/11/2021) |
Sample Information
Sample Taken Date | 07/12/2022 | Sample Unique Key | 4 |
---|---|---|---|
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 | 07/13/2022 |
Sample type | Department Acceptance | A brief description of the sample | #6 2'6" Welded Hoop |
The quantity of what the sample constitutes | 150 | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Muser |
Title of sampler | QA | Telephone number of sampler | 916 5170532 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Martinez steel | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | S19-320-22 | Structure unique identifier | |
Structure name |
Material Information
Material Type | SMTL TM5 - Welded Hoops | Production or Authorization Testing | Production Testing |
---|---|---|---|
Service or Ultimate | Ultimate | Rebar Heat Number(s) | 222422 |
Hoop Manufacturer Lot Number(s) | 3 | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Size | #6 |
Diameter of Hoop | 2'-6" | Epoxy Coated | No |
Epoxy Coating Color | NA | Rebar Manufacturer | Cascade |
Welding Company | Martinez Steel Fresno | Coating Standards | Uncoated |
Weld Type | Flash Welded |
Test Details
DIME Sample ID: 2022-07-12-4
DIME Test ID: 2022-07-12-4-3
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 (Tensile)
Test Release Date: 2022-07-13
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 07/13/2022
UTM: 400kip
Temperature: 72 f
Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
---|---|---|---|---|---|---|---|---|
1 | 3 | 3 | 6/19mm | 0.44 | 41338.03 | 93950 | Ok Necking | bewing |
General comments (publicly viewable) (Max 1000 characters): Ok Necking
Test Graph
Source: Bluehill Data Point FileTest graph for the Sample
Test was verified on 7/13/2022 ✔