Summary for Test 2020-06-23-2-3
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 214511 DEA: 010E0004 EFIS: 0113000091 |
---|---|
DIST-CO-RTE-PM | 01-HUM-101-84.4/84.8 |
Award Date | 01/29/2020 |
Closeout Date | 11/22/2023 |
Work Description | BRIDGE RAIL REPLACEMENT. |
Location Description | HUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE |
QA Service Level | 1 (Verified on 11/13/2019) |
Sample Information
Sample Taken Date | 06/23/2020 | Sample Unique Key | 2 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 06/29/2020 |
Sample type | Quality Assurance | A brief description of the sample | 4 Welded Hoops |
The quantity of what the sample constitutes | (996) #6 2'-4 1/2" Ø | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Rigoberto | Last name of sampler or witnessed by | Marin |
Title of sampler | QA | Telephone number of sampler | 951-500-0685 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | RKR Steel Welding | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | L133-110-20 | 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) | 158420 |
Hoop Manufacturer Lot Number(s) | Lot 9 | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Size | #6 |
Diameter of Hoop | 2'-4.5" | Epoxy Coated | No |
Epoxy Coating Color | NA | Rebar Manufacturer | Cascade Steel |
Welding Company | RKR Steel Welding | Coating Standards | Uncoated |
Weld Type | Flash Welded |
Test Details
DIME Sample ID: 2020-06-23-2
DIME Test ID: 2020-06-23-2-3
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: 2020-06-25
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 06/25/2020
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 | 9 | 6/19mm | 0.44 | 40936.73 | 93038 | OK Necking | fsaylor |
General comments (publicly viewable) (Max 1000 characters): OK Necking
Test Graph
Source: Bluehill Data Point FileTest graph for the Sample
Test was verified on 6/25/2020 ✔