Sample Record for 2016-12-19-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 3807 DEA: 07121844 EFIS: 0700000117
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-42.8/47.3
Work Description: CONSTRUCT HOV LANES, RETAINING WALLS AND SOUND WALLS.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES, GLENDALE, AND BURBANK FROM ROUTE 5/134 SEPARATION TO MAGNOLIA BOULEVARD OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: James Shih Structure Rep.: Matthew Remo
Sample Information
DIME Sample ID: 2016-12-19-4
TL Number from the TL Form: C687154
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: 12/19/2016
Date that the sample was received by the laboratory/organization performing the testing: 01/17/2017
The quantity of what the sample constitutes: 8
A brief description of the sample: Double Barrel Zap Screwlok
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Barsplice Nucor
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: Barsplice
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #5 / 7 Transition
Coupler Model: Double Barrel Zap Screwlok
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): 7/5DBZA 5204 5028 5161 5205
Rebar Heat Number(s): PL16202817
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 6
DIME Test ID: 2016-12-19-4-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/18/2017
Date Tested: 01/18/2017
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: Sevice Splice
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 1 | Group 1 | #5/16mm \\ #7/22mm | 0.31 | 29990 | 96740 | Sevice Splice | Fred |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 2 of 6
DIME Test ID: 2016-12-19-4-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/18/2017
Date Tested: 01/18/2017
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: Sevice Splice
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 2 | Group 1 | #5/16mm \\ #7/22mm | 0.31 | 30050 | 96940 | Sevice Splice | Fred |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 3 of 6
DIME Test ID: 2016-12-19-4-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/18/2017
Date Tested: 01/18/2017
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: Sevice Splice
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 3 | Group 1 | #5/16mm \\ #7/22mm | 0.31 | 29890 | 96420 | Sevice Splice | Fred |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 4 of 6
DIME Test ID: 2016-12-19-4-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/18/2017
Date Tested: 01/18/2017
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: Sevice Splice
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 1 | Group 2 | #5/16mm \\ #7/22mm | 0.31 | 30120 | 97160 | Sevice Splice | Fred |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 5 of 6
DIME Test ID: 2016-12-19-4-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/18/2017
Date Tested: 01/18/2017
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: Sevice Splice
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 2 | Group 2 | #5/16mm \\ #7/22mm | 0.31 | 30170 | 97320 | Sevice Splice | Fred |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|
Test 6 of 6
DIME Test ID: 2016-12-19-4-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 01/18/2017
Date Tested: 01/18/2017
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: Sevice Splice
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 3 | Group 2 | #5/16mm \\ #7/22mm | 0.31 | 29850 | 96290 | Sevice Splice | Fred |
| |
UTM
|
400KIP
|
Temperature
|
72 F
|