Sample Record for 2017-10-06-5
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211162 DEA: 044G4504 EFIS: 0412000477
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-780-7.07
Work Description: REPLACE BRIDGE TO PROVIDE STANDARD VERTICAL CLEARANCE
Location Description: LAUREL STREET OC
Contractor Name: R N R CONSTRUCTION, INC.
Contractor Address: 8589 Thys Court, Sacramento, CA 95828
Resident Engineer: Jolie Schneider Structure Rep.: Joe De La Torre
Sample Information
DIME Sample ID: 2017-10-06-5
TL Number from the TL Form: C882927
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: 10/06/2017
Date that the sample was received by the laboratory/organization performing the testing: 10/16/2017
The quantity of what the sample constitutes: 8
A brief description of the sample: No.11 and No. 14 HRC couplers
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cascade, Gerdau, Nucor, HRC
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Cascade Nucor Gerdau
Coupler Manufacturer: HRC
Intermediate Assembler or Fabricator: Unknown
Rebar Size: 11, 14
Coupler Model: HRC 500/510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): 14 74104609, A154914
11 A162514T2, A154914
Rebar Heat Number(s): 176416, 65028075-02, SE17104393
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 6
DIME Test ID: 2017-10-06-5-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/17/2017
Date Tested: 10/16/2017
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 | #14/43mm | 2.25 | -0.0043 | 213560 | 94913 | OK Necking | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|
Test 2 of 6
DIME Test ID: 2017-10-06-5-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/17/2017
Date Tested: 10/16/2017
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 | #14/43mm | 2.25 | 0 | 222430 | 98856 | OK Necking | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|
Test 3 of 6
DIME Test ID: 2017-10-06-5-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/17/2017
Date Tested: 10/16/2017
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 | #14/43mm | 2.25 | 0 | 224480 | 99768 | OK Necking | Fred |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|
Test 4 of 6
DIME Test ID: 2017-10-06-5-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/17/2017
Date Tested: 10/17/2017
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: Bar Broke,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 | #11/36mm | 1.56 | -0.0062 | 146310 | 93785 | Bar Broke,Ok Necking | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|
Test 5 of 6
DIME Test ID: 2017-10-06-5-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/17/2017
Date Tested: 10/17/2017
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: Bar Broke,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 | #11/36mm | 1.56 | 0 | 150610 | 96542 | Bar Broke,Ok Necking | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|
Test 6 of 6
DIME Test ID: 2017-10-06-5-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 10/17/2017
Date Tested: 10/17/2017
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: Bar Broke,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 | #11/36mm | 1.56 | 0 | 150040 | 96177 | Bar Broke,Ok Necking | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Halo ID
|
Small
|