Sample Record for 2017-06-29-22
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209141 DEA: 07215954 EFIS: 0700001835
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-0.0/7.6
Work Description: WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES
Location Description: LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Thang Ton Structure Rep.: Amare Tsagie
Sample Information
DIME Sample ID: 2017-06-29-22
TL Number from the TL Form: C526284 C526283
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: 06/29/2017
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2017
The quantity of what the sample constitutes: 12
A brief description of the sample: Barsplice Griptwist coupler, Zap screwlok type 2 CPLR
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BarSplice Gerdau
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Gerdau
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #11
Coupler Model: Grip Twist Zap Screwlok Couplers
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): A165149, A171480, A170529, A171696
Rebar Heat Number(s): 65026295
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 9
DIME Test ID: 2017-06-29-22-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/18/2017
Date Tested: 07/18/2017
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: necking okay
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 | #11/36mm | 1.56 | -0.0013 | 154711 | 99174 | necking okay | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 2 of 9
DIME Test ID: 2017-06-29-22-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/18/2017
Date Tested: 07/18/2017
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: necking okay
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 | #11/36mm | 1.56 | 0 | 160900 | 103140 | necking okay | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 3 of 9
DIME Test ID: 2017-06-29-22-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/18/2017
Date Tested: 07/18/2017
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: necking okay
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 | #11/36mm | 1.56 | 0 | 160642 | 102980 | necking okay | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 4 of 9
DIME Test ID: 2017-06-29-22-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/18/2017
Date Tested: 07/18/2017
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: Service Splice
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 | 2 zap | #11/36mm | 1.56 | -0.0016 | 141429 | 90660 | Service Splice | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 5 of 9
DIME Test ID: 2017-06-29-22-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/18/2017
Date Tested: 07/18/2017
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: Service Splice
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 | 2 zap | #11/36mm | 1.56 | 0 | 147729 | 94698 | Service Splice | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 6 of 9
DIME Test ID: 2017-06-29-22-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/18/2017
Date Tested: 07/18/2017
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: Service Splice
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 | 2 zap | #11/36mm | 1.56 | 0 | 152478 | 97742 | Service Splice | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 7 of 9
DIME Test ID: 2017-06-29-22-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/18/2017
Date Tested: 07/18/2017
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: Service Splice
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 | 3 zap | #11/36mm | 1.56 | 0.0025 | 142208 | 91159 | Service Splice | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 8 of 9
DIME Test ID: 2017-06-29-22-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/18/2017
Date Tested: 07/18/2017
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: Service Splice
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 | 3 zap | #11/36mm | 1.56 | 0 | 141821 | 90911 | Service Splice | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 9 of 9
DIME Test ID: 2017-06-29-22-9
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 07/18/2017
Date Tested: 07/18/2017
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: Service Splice
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 | 3 zap | #11/36mm | 1.56 | 0 | 144713 | 92765 | Service Splice | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|