Sample Record for 2018-04-16-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209694 DEA: 080J0704 EFIS: 0800000282
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215-0.6/1.7
Work Description: (Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA.
Location Description: Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60.
Contractor Name: Myers / Rados-Southern California Jobsite Office
Contractor Address: 12210 Michigan St., Suite D, Grand Terrace, CA 92313
Resident Engineer: Fereydoon Alipanah Structure Rep.: Tim Flores
Sample Information
DIME Sample ID: 2018-04-16-2
TL Number from the TL Form: C750005 C750006 C750007 C750009
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: 04/16/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/06/2018
The quantity of what the sample constitutes: 16
A brief description of the sample: Couplers
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Gerdau, BarSplice
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Gerdau
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 5, 6, 11
Coupler Model: Taper GripTwist DBL BRL Zap ScrewLok
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): A170511 A163671 177527 A170858 A172036
Rebar Heat Number(s): 5 65028758, 6 65029129, 11 65027567
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 12
DIME Test ID: 2018-04-16-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/08/2018
Date Tested: 06/07/2018
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 | -0.0034 | 139597 | 89485 | necking okay | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Big
|
Test 2 of 12
DIME Test ID: 2018-04-16-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/08/2018
Date Tested: 06/07/2018
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 | 139915 | 89689 | necking okay | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Big
|
Test 3 of 12
DIME Test ID: 2018-04-16-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/08/2018
Date Tested: 06/07/2018
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 | 137929 | 88416 | necking okay | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Big
|
Test 4 of 12
DIME Test ID: 2018-04-16-2-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/08/2018
Date Tested: 06/07/2018
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: Bar Broke; OK Necking
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 | A170511 #5 | #5/16mm | 0.31 | 29410 | 94870 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 5 of 12
DIME Test ID: 2018-04-16-2-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/08/2018
Date Tested: 06/07/2018
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: Bar Broke; OK Necking
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 | A170511 #5 | #5/16mm | 0.31 | 29460 | 95030 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 6 of 12
DIME Test ID: 2018-04-16-2-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/08/2018
Date Tested: 06/07/2018
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: Bar Broke; OK Necking
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 | A170511 #5 | #5/16mm | 0.31 | 30010 | 96810 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 7 of 12
DIME Test ID: 2018-04-16-2-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/08/2018
Date Tested: 06/07/2018
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: Bar Broke; OK Necking
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 | A170511 #6 | #6/19mm | 0.44 | 41790 | 94980 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 8 of 12
DIME Test ID: 2018-04-16-2-8
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/08/2018
Date Tested: 06/07/2018
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: Bar Broke; OK Necking
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 | A170511 #6 | #6/19mm | 0.44 | 40500 | 92050 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 9 of 12
DIME Test ID: 2018-04-16-2-9
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/08/2018
Date Tested: 06/07/2018
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: Bar Broke; OK Necking
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 | A170511 #6 | #6/19mm | 0.44 | 43810 | 99570 | Bar Broke | Brian |
| |
|
UTM
|
400KIP
|
|
Temperature
|
72 F
|
Test 10 of 12
DIME Test ID: 2018-04-16-2-10
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/08/2018
Date Tested: 06/07/2018
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 Ok
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 | #6/19mm | 0.44 | -0.0016 | 41729 | 94839 | Necking Ok | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
Test 11 of 12
DIME Test ID: 2018-04-16-2-11
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/08/2018
Date Tested: 06/07/2018
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 Ok
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 | #6/19mm | 0.44 | 0 | 42469 | 96520 | Necking Ok | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
Test 12 of 12
DIME Test ID: 2018-04-16-2-12
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 06/08/2018
Date Tested: 06/07/2018
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 Ok
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 | #6/19mm | 0.44 | 0 | 42039 | 95543 | Necking Ok | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
