Sample Record for 2019-03-14-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211235 DEA: 054482U4 EFIS: 0500000543
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-2.2/3.3
Work Description: BUILD AND RECONSTRUCT BRIDGES, CONSTRUCT RAMPS AND FRONTAGE ROAD.
Location Description: SANTA BARBARA COUNTY IN CARPINTERIA FROM 0.2 MILE SOUTH OF CARPINTERIA CREEK BRIDGE TO FRANKLIN CREEK BRIDGE
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 9050 NORRIS AVENUE, SUN VALLEY, CA 91352
Resident Engineer: Tristan Gebhart Structure Rep.: Raymond Barajas
Sample Information
DIME Sample ID: 2019-03-14-3
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 03/14/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/20/2019
The quantity of what the sample constitutes: 150
A brief description of the sample: Zap couplers
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bar Splice
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: Zap
Intermediate Assembler or Fabricator: Harris Rebar
Rebar Size: 8
Coupler Model: Zap
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): MM18106565, MM18103576
Rebar Heat Number(s): 3500005186, 3500004803
Rebar Size 2 : 10
Coupler Unique ID:
Test Results
Test 1 of 6
DIME Test ID: 2019-03-14-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 03/22/2019
Date Tested: 03/21/2019
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 | C22 | #8/25mm | 0.79 | -0.0024 | 71086 | 89982 | Service Splice | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|
Test 2 of 6
DIME Test ID: 2019-03-14-3-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 03/22/2019
Date Tested: 03/21/2019
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 | C22 | #8/25mm | 0.79 | 0 | 73182 | 92635 | Service Splice | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|
Test 3 of 6
DIME Test ID: 2019-03-14-3-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 03/22/2019
Date Tested: 03/21/2019
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 | C22 | #8/25mm | 0.79 | 0 | 72776 | 92122 | Service Splice | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|
Test 4 of 6
DIME Test ID: 2019-03-14-3-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 03/22/2019
Date Tested: 03/22/2019
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 | C24 | #10/32mm | 1.27 | -0.0058 | 119310 | 93946 | Service Splice | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Larger
|
Test 5 of 6
DIME Test ID: 2019-03-14-3-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 03/22/2019
Date Tested: 03/22/2019
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 | C24 | #10/32mm | 1.27 | 0 | 115560 | 90991 | Service Splice | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Larger
|
Test 6 of 6
DIME Test ID: 2019-03-14-3-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 03/22/2019
Date Tested: 03/22/2019
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 | C24 | #10/32mm | 1.27 | 0 | 122640 | 96565 | Service Splice | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Larger
|