Sample Record for 2022-04-12-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215744 DEA: 033H93U4 EFIS: 0321000091
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB,BUT-70-25.5/25.8,0.0/3.8
Work Description: WIDEN ROADWAY & SHOULDER, ADD TURN LANES & CONSTRUCT BRIDGE.
Location Description: YUBA AND BUTTE COUNTIES ABOUT 11 MILES NORTH OF MARYSVILLE FROM 0.8 MILE NORTH OF CHANDLER ROAD TO 0.2 MILE SOUTH OF EAST GRIDLEY ROAD
Contractor Name: Teichert Construction & MCM JV
Contractor Address: 4401 Duluth Ave, Rocklin, CA 95766
Resident Engineer: Anthony Granados Structure Rep.: Matt Crete
Sample Information
DIME Sample ID: 2022-04-12-10
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: 04/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/13/2022
The quantity of what the sample constitutes: 150 Couplers
A brief description of the sample: #11 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: Pacific Steel Group
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator:
Rebar Size: #11
Coupler Model: HRC 500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 58047320/05, 58047321/04
Rebar Heat Number(s): 3500016789, 3500023194
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2022-04-12-10-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 04/15/2022
Date Tested: 04/13/2022
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: ok necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | | No. 11/36mm | 1 | -0.0122 | 1.56 | 143342 | 91886 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
Small
|
Test 2 of 3
DIME Test ID: 2022-04-12-10-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 04/15/2022
Date Tested: 04/13/2022
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: ok necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | | No. 11/36mm | 1 | 0 | 1.56 | 143730 | 92135 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 3 of 3
DIME Test ID: 2022-04-12-10-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 04/15/2022
Date Tested: 04/13/2022
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: ok necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | | No. 11/36mm | 1 | 0 | 1.56 | 144276 | 92485 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
