Sample Record for 2021-10-16-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213750 DEA: 120K0224 EFIS: 1214000097
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-14.5/17.1
Work Description: South County Improvement Project (Phase 2 - Oso/Alicia) CONST BRIDGES, RW, SW, HMA PVMT, JPCP, DRAINAGE, AND ELECT SYSTEMS.
Location Description: ORANGE COUNTY IN MISSION VIEJO AND LAGUNA HILLS FROM 0.7 MILE SOUTH OF OSO PARKWAY OVERCROSSING TO 0.3 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING
Contractor Name: Flatiron West, Inc
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, California 92078
Resident Engineer: Steven Kim Structure Rep.: Sara Soleimani
Sample Information
DIME Sample ID: 2021-10-16-10
TL Number from the TL Form: 809406
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: 10/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/23/2021
The quantity of what the sample constitutes: 300 Couplers
A brief description of the sample: #5/#6 Double Barrel Zap Trans Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Integrity Rebar
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:
Rebar Size: #5
Coupler Model: Double Barrel Zap Screwlok TRNS CP
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 1091
Rebar Heat Number(s): 1202019459 1201022482
Rebar Size 2 : 6
Coupler Unique ID:
Test Results
Test 1 of 6
DIME Test ID: 2021-10-16-10-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 12/27/2021
Date Tested: 12/27/2021
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 Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | | No. 5/16mm | 1 | 0 | 0.31 | 26697 | 86120 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 2 of 6
DIME Test ID: 2021-10-16-10-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 12/27/2021
Date Tested: 12/27/2021
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 Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | | No. 5/16mm | 1 | 0 | 0.31 | 26927 | 86861 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 3 of 6
DIME Test ID: 2021-10-16-10-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 12/27/2021
Date Tested: 12/27/2021
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 Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | | No. 5/16mm | 1 | 0 | 0.31 | 26795 | 86436 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 4 of 6
DIME Test ID: 2021-10-16-10-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 12/27/2021
Date Tested: 12/27/2021
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 Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | | No. 5/16mm | 2 | 0 | 0.31 | 26971 | 87002 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 5 of 6
DIME Test ID: 2021-10-16-10-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 12/27/2021
Date Tested: 12/27/2021
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 Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | | No. 5/16mm | 2 | 0 | 0.31 | 26349 | 84995 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 6 of 6
DIME Test ID: 2021-10-16-10-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 12/27/2021
Date Tested: 12/27/2021
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 Tested
|
1
|
| Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | | No. 5/16mm | 2 | 0 | 0.31 | 26939 | 86899 | ok necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
