Summary for Test 2020-05-05-4-2
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 211848 DEA: 112T2174 EFIS: 1116000131 |
---|---|
DIST-CO-RTE-PM | 11-SD-5-R37.4 - R46.5 |
Award Date | 12/22/2016 |
Closeout Date | Not set |
Work Description | (Alternative Delivery) CMGC, San Elijo Highway Bridge Replacement. Replace the San Elijo lagoon highway bridge, construct HOV lanes, construct bike and pedestrian trails and bridge, build multi-use facility at Manchester Ave. |
Location Description | IN SAN DIEGO COUNTY IN SOLANA BEACH AND ENCINITAS FROM 0.1 MILE NORTH OF LOMAS SANTA FE DRIVE OVERCROSSING TO 0.2 MILE SOUTH OF BIRMINGHAM DRIVE OVERCROSSING |
QA Service Level | 1 (Verified on 01/31/2017) |
Sample Information
Sample Taken Date | 05/05/2020 | Sample Unique Key | 4 |
---|---|---|---|
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 | 05/15/2020 |
Sample type | Quality Assurance | A brief description of the sample | Couplers |
The quantity of what the sample constitutes | 128 pcs | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | mike | Last name of sampler or witnessed by | Kopenski |
Title of sampler | QA | Telephone number of sampler | 3107459655 |
Laboratory sample identification | L149-050-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | CMC Rebar HRC | Transportation Laboratory (TL) Number | L149-050-20 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | L149-050-20 | Structure unique identifier | |
Structure name |
Material Information
Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Production Testing |
---|---|---|---|
Service or Ultimate | Ultimate | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Manufacturer | CMC Steel California |
Coupler Manufacturer | HRC | Intermediate Assembler or Fabricator | Unknown |
Rebar Size | #5 | Coupler Model | HRC 500/510 |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
Coupler Component Heat/Lot Number(s) | J5558U, A190833 | Rebar Heat Number(s) | 3094590 |
Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2020-05-05-4
DIME Test ID: 2020-05-05-4-2
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 (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2020-05-19
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 05/15/2020
UTM: 400kip
Temperature: 72.00 f
Halo ID:
Num | Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
---|---|---|---|---|---|---|---|---|---|---|
1 | 2 | No. 5/16mm | 1 | 0 | 0.31 | 30074 | 97013 | Ok Necking | bewing |
General comments (publicly viewable) (Max 1000 characters): Ok Necking
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.
Test was verified on 5/19/2020 ✔