Sample Record for 2017-10-24-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209384 DEA: 04264094 EFIS: 0400000735 COOP: 042531
QA Service Level: 1
DIST-CO-RTE-PM: 04-,SON--
Work Description:
Location Description:
Contractor Name: GHILOTTI BROS / RM HARRIS JV
Contractor Address: 525 Jacoby Street, San Rafael, CA 94901
Resident Engineer: Richard Duncan Structure Rep.: Brian Beaudoin
Sample Information
DIME Sample ID: 2017-10-24-8
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT SC - 3672 - Fairfield
Sample Organization Contact: (510) 393-9778
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 10/24/2017
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2017
The quantity of what the sample constitutes: 150
A brief description of the sample: 8 Rebar with Bartec Coupler
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Harris Salinas Rebar
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: Dextra America
Intermediate Assembler or Fabricator: Harris Salinas Rebar
Rebar Size: 8
Coupler Model: 8 Bartec Coupler
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): AM603732
Rebar Heat Number(s): SE17101192
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 4
DIME Test ID: 2017-10-24-8-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/31/2017
Date Tested: 10/30/2017
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
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | #8/25mm | 0.79 | -0.0045 | 74672 | 94522 | OK Necking | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
Test 2 of 4
DIME Test ID: 2017-10-24-8-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/31/2017
Date Tested: 10/30/2017
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
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | 1 | #8/25mm | 0.79 | 0 | 76919 | 97366 | OK Necking | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
Test 3 of 4
DIME Test ID: 2017-10-24-8-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/31/2017
Date Tested: 10/30/2017
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
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | 1 | #8/25mm | 0.79 | 0 | 73475 | 93006 | OK Necking | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
Test 4 of 4
DIME Test ID: 2017-10-24-8-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
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
Data has not been verified.
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2017-10-24-8-1 | CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip) | 10/25/2017 | Not scheduled | MELVIN DUMLAO | CT HQ - Sacramento Structural Materials Testing Laboratory | Please test to Std. Specs 2010 Section 52-6.02(C) & prequalify 2 operators (Marcos Perez & Sergio Perez). | |
12186
