Summary for Test 2018-08-08-3-14
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 212687 DEA: 06442544 EFIS: 0612000175 |
---|---|
DIST-CO-RTE-PM | 06-KER-46,5-31.5-33.2 |
Award Date | 01/11/2018 |
Closeout Date | 11/19/2021 |
Work Description | CONVERT 2-LANE TO 4-LANE CONVENTIONAL HIGHWAY. |
Location Description | KERN COUNTY NEAR LOST HILLS FROM 1.0 MILE EAST OF LOST HILLS ROAD TO 0.7 MILE EAST OF ROUTE 46/5 SEPARATION |
QA Service Level | 1 (Verified on 03/12/2018) |
Sample Information
Sample Taken Date | 08/08/2018 | 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 | 08/08/2018 |
Sample type | Quality Assurance | A brief description of the sample | Flash Welded Rebar Hoops |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Lorenzo | Last name of sampler or witnessed by | Garcia |
Title of sampler | QA | Telephone number of sampler | 702 917-2503 |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | TNT Rebar | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | L115-134-18 | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | SMTL TM5 - Welded Hoops | Production or Authorization Testing | Retest |
---|---|---|---|
Service or Ultimate | Ultimate | Rebar Heat Number(s) | 000 |
Hoop Manufacturer Lot Number(s) | 7 | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Size | 5 |
Diameter of Hoop | 1'-4" | Epoxy Coated | No |
Epoxy Coating Color | NA | Rebar Manufacturer | Gerdau |
Welding Company | TNT Rebar | Coating Standards | Uncoated |
Weld Type | Flash Welded |
Test Details
DIME Sample ID: 2018-08-08-3
DIME Test ID: 2018-08-08-3-14
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 (Necking)
Test Release Date: 2018-08-21
Test Results
Necking Test Option: Necking Test Option II
Shape of the Sample: Hoop
Input Type: Measured
Tester's full name: Brian Ewing
Date of test: 08/14/2018
Hoop Outside Diameter: 16 in
Bar Nominal Diameter: 0.625 in
Sample 1 Side A Initial Gage Length: 7.986 in
Sample 1 Side A Final Gage Length: no data
Sample 1 Side B Initial Gage Length: 7.97 in
Sample 1 Side B Final Gage Length: 9.3755 in
Sample 2 Side A Initial Gage Length: 8.0125 in
Sample 2 Side A Final Gage Length: 9.158 in
Sample 2 Side B Initial Gage Length: 8.0075 in
Sample 2 Side B Final Gage Length: no data
Sample 3 Side A Initial Gage Length: 7.9645 in
Sample 3 Side A Final Gage Length: no data
Sample 3 Side B Initial Gage Length: 7.965 in
Sample 3 Side B Final Gage Length: 9.0425 in
Sample 4 Side A Initial Gage Length: 8.0015 in
Sample 4 Side A Final Gage Length: 9.1415 in
Sample 4 Side B Initial Gage Length: 7.994 in
Sample 4 Side B Final Gage Length: no data
Diameter of the Hoop: 15.375 in
Sample 1 Size A Correction Factor: 0.951 in
Sample 1 Side A Corrected Final Gage Length: no data
Sample 1 Side B Correction Factor: 0.951 in
Sample 1 Side B Corrected Final Gage Length: 8.916 in
Sample 2 Side A Correction Factor: 0.951 in
Sample 2 Side A Corrected Final Gage Length: 8.709 in
Sample 2 Side B Correction Factor: 0.951 in
Sample 2 Side B Corrected Final Gage Length: no data
Sample 3 Side A Correction Factor: 0.951 in
Sample 3 Side A Corrected Final Gage Length: no data
Sample 3 Side B Correction Factor: 0.951 in
Sample 3 Side B Corrected Final Gage Length: 8.599 in
Sample 4 Side A Correction Factor: 0.951 in
Sample 4 Side A Corrected Final Gage Length: 8.694 in
Sample 4 Side B Correction Factor: 0.951 in
Sample 4 Side B Corrected Final Gage Length: no data
Sample 1 Side A Percent Strain: no data
Sample 1 Side B Percent Strain: 11.87 %
Sample 2 Side A Percent Strain: 8.69 %
Sample 2 Side B Percent Strain: no data
Sample 3 Side A Percent Strain: no data
Sample 3 Side B Percent Strain: 7.96 %
Sample 4 Side A Percent Strain: 8.65 %
Sample 4 Side B Percent Strain: no data
General comments (publicly viewable) (Max 1000 characters): Lot #11
Test was verified on 8/14/2018 ✔