Sample Record for 2017-08-08-11
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211668 DEA: 010B2604 EFIS: 0112000150
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-199-8.2
Work Description: CONSTRUCT BRIDGE AND WIDEN SHOULDERS
Location Description: DEL NORTE COUNTY NEAR HIOUCHI AT 1 MILE NORTH OF SOUTH FORK ROAD
Contractor Name: FLATIRON WEST INC
Contractor Address: 2100 Goodyear Rd, Benicia, CA 94510
Resident Engineer: Clayton Malmberg Structure Rep.: Josh Runnion
Sample Information
DIME Sample ID: 2017-08-08-11
TL Number from the TL Form: C944551
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: 08/08/2017
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2017
The quantity of what the sample constitutes: 8
A brief description of the sample: Barsplice Griptwist coupler
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Barsplice, CMC rebar
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: CMC Rebar
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator: Unknown
Rebar Size: #7, 10
Coupler Model: Taper GripTwist
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): A152001,144107,133548, 177248,
Rebar Heat Number(s): 4063522, 4061543
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 6
DIME Test ID: 2017-08-08-11-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 08/29/2017
Date Tested: 08/29/2017
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 | #10/32mm | 1.27 | 0.0057 | 125200 | 98583 | necking okay | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 2 of 6
DIME Test ID: 2017-08-08-11-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 08/29/2017
Date Tested: 08/29/2017
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 | #10/32mm | 1.27 | 0 | 121626 | 95769 | necking okay | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 3 of 6
DIME Test ID: 2017-08-08-11-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 08/29/2017
Date Tested: 08/29/2017
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 | #10/32mm | 1.27 | 0 | 121068 | 95329 | necking okay | Fred |
| |
Temperature
|
72 F
|
UTM
|
2000KIP
|
Halo ID
|
Big
|
Test 4 of 6
DIME Test ID: 2017-08-08-11-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 08/29/2017
Date Tested: 08/29/2017
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: OK Necking
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 | #7/22mm | 0.6 | -0.0029 | 52877 | 88128 | OK Necking | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|
Test 5 of 6
DIME Test ID: 2017-08-08-11-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 08/29/2017
Date Tested: 08/29/2017
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: OK Necking
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 | #7/22mm | 0.6 | 0 | 55234 | 92057 | OK Necking | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|
Test 6 of 6
DIME Test ID: 2017-08-08-11-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 08/29/2017
Date Tested: 08/29/2017
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: OK Necking
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 | #7/22mm | 0.6 | 0 | 54803 | 91338 | OK Necking | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|