Sample Record for 2021-10-15-9
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212252 DEA: 033F5604 EFIS: 0313000033
QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT,YUB-20-17.0/17.1,0.0/0.4
Work Description: INSTALL CAST-IN-STEEL SHELL CONCRETE PILE.
Location Description: SUTTER AND YUBA COUNTIES IN YUBA CITY AND MARYSVILLE AT THE FEATHER RIVER BRIDGE AND OVERHEAD
Contractor Name: CALIFORNIA ENGINEERING CONTRACTORS, INC.
Contractor Address: 20 HAPPY VALLEY ROAD, PLEASANTON CA 94566
Resident Engineer: Selvendran Manoharan Structure Rep.: Brent Bullard
Sample Information
DIME Sample ID: 2021-10-15-9
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 10/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/18/2021
The quantity of what the sample constitutes: 150 Couplers
A brief description of the sample: #14 HRC 500/510 Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CN Reinforcing Inc
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Cascade Steel
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator:
Rebar Size: #14
Coupler Model: HRC 500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 73118000 73121211
Rebar Heat Number(s): 213421
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 1
DIME Test ID: 2021-10-15-9-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/26/2021
Date Tested: 10/22/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
4
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 1 | 1 | #14 | 2.25 | 0.020 | 210970 | 94000 | visible necking, fracture on bar | K DeSouza | 2 | 1 | #14 | 2.25 | 0.020 | 210810 | 93500 | visible necking, fracture on bar | K DeSouza | 3 | 1 | #14 | 2.25 | 0.020 | 204320 | 91000 | visible necking, fracture on bar | K DeSouza | 4 | 1 | #14 | 2.25 | 0.020 | 220490 | 98000 | visible necking, fracture in affected zone | K DeSouza |
| |
Temperature
|
73 f
|
UTM
|
NA
|
Halo ID
|
Kleinfelder Lab
|