Summary for Test 2018-08-08-3-15
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
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DIME Sample ID: 2018-08-08-3
DIME Test ID: 2018-08-08-3-15
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: 8.0395 in
Sample 1 Side A Final Gage Length: no data
Sample 1 Side B Initial Gage Length: 7.987 in
Sample 1 Side B Final Gage Length: 9.255 in
Sample 2 Side A Initial Gage Length: 8.0325 in
Sample 2 Side A Final Gage Length: no data
Sample 2 Side B Initial Gage Length: 7.998 in
Sample 2 Side B Final Gage Length: 9.1195 in
Sample 3 Side A Initial Gage Length: 7.9945
Sample 3 Side A Final Gage Length: 9.096 in
Sample 3 Side B Initial Gage Length: 7.9965 in
Sample 3 Side B Final Gage Length: no data
Sample 4 Side A Initial Gage Length: 8.0265 in
Sample 4 Side A Final Gage Length: no data
Sample 4 Side B Initial Gage Length: 7.926 in
Sample 4 Side B Final Gage Length: 8.8065 in
Diameter of the Hoop: 15.375 in
Sample 1 Size A Correction Factor: 0.95 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: 8.792 in
Sample 2 Side A Correction Factor: 0.95 in
Sample 2 Side A Corrected Final Gage Length: no data
Sample 2 Side B Correction Factor: 0.951 in
Sample 2 Side B Corrected Final Gage Length: 8.673 in
Sample 3 Side A Correction Factor: 0.951 in
Sample 3 Side A Corrected Final Gage Length: 8.65 in
Sample 3 Side B Correction Factor: 0.951 in
Sample 3 Side B Corrected Final Gage Length: no data
Sample 4 Side A Correction Factor: 0.95 in
Sample 4 Side A Corrected Final Gage Length: no data
Sample 4 Side B Correction Factor: 0.952 in
Sample 4 Side B Corrected Final Gage Length: 8.384 in
Sample 1 Side A Percent Strain: no data
Sample 1 Side B Percent Strain: 10.08 %
Sample 2 Side A Percent Strain: no data
Sample 2 Side B Percent Strain: 8.44 %
Sample 3 Side A Percent Strain: 8.2 %
Sample 3 Side B Percent Strain: no data
Sample 4 Side A Percent Strain: no data
Sample 4 Side B Percent Strain: 5.78 %
General comments (publicly viewable) (Max 1000 characters): Lot #16
Test was verified on 8/14/2018 ✔