Sample Record for 2016-12-05-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211579 DEA: 010G3404
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN,MEN-101-93.45, 93.45
Work Description: Repair slipout
Location Description: IN MENDOCINO COUNTY ABOUT 10 MILES SOUTH OF PIERCY AT 0.4 MILE NORTH OF JITNEY GULCH BRIDGE
Contractor Name: GHILOTTI CONSTRUCTION COMPANY
Contractor Address: 246 GHILOTTI AVENUE, SANTA ROSA, CA 95407
Resident Engineer: Sheri Rodriguez Structure Rep.: Christian Santos
Sample Information
DIME Sample ID: 2016-12-05-2
TL Number from the TL Form: C758283
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: 12/05/2016
Date that the sample was received by the laboratory/organization performing the testing: 12/07/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: HRC Couplers
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nucor HRC
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 6
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): NC15200792 T2 Nc15101644 T2
Rebar Heat Number(s): SE1610312302
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 4
DIME Test ID: 2016-12-05-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 12/09/2016
Date Tested: 12/08/2016
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: Bar Broke,Ok Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | | #6/19mm | 0.44 | -0.0036 | 50028 | 113700 | Bar Broke,Ok Necking | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
Test 2 of 4
DIME Test ID: 2016-12-05-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 12/09/2016
Date Tested: 12/08/2016
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: Bar Broke in Coupler
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | | #6/19mm | 0.44 | 0 | 49616 | 112760 | Bar Broke in Coupler | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
Test 3 of 4
DIME Test ID: 2016-12-05-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 12/09/2016
Date Tested: 12/08/2016
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: Bar Broke,Ok Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | | #6/19mm | 0.44 | 0 | 51275 | 116530 | Bar Broke,Ok Necking | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
Test 4 of 4
DIME Test ID: 2016-12-05-2-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 12/09/2016
Date Tested: 12/08/2016
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: Bar Broke in Coupler
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 4 | | #6/19mm | 0.44 | 0 | 44591 | 101340 | Bar Broke in Coupler | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
