Sample Record for 2016-10-31-5
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210794 DEA: 062HT104 EFIS: 0612000287
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-23.5/26.7
Work Description: (Alternative Delivery) Realign Freeway CONTACT SMR PRIOR TO PERFORMING ANY TESTING OR INSPECTION. CMGC PROJECT. Realign Route 99 between Ashlan Avenue and Olive Avenue to accommodate the High Speed Train (HST).
Location Description: State Highway 99 in Fresno (Fresno County) from 0.2 miles North of Olive Ave over-crossing to 0.2 miles North of Ashlan Ave over-crossing.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2718 Granite Ct , Fresno, CA 93706
Resident Engineer: Justin Kimura Structure Rep.: Daniel Chapa
Sample Information
DIME Sample ID: 2016-10-31-5
TL Number from the TL Form: C876708
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: 10/31/2016
Date that the sample was received by the laboratory/organization performing the testing: 11/04/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: Griptwist Couplers
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BarSplice Gerdau
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: 10
Coupler Model: GripTwist
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): A162317
Rebar Heat Number(s): 65024957 02
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2016-10-31-5-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 12/01/2016
Date Tested: 12/01/2016
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 | | #10/32mm | 1.27 | 0.0027 | 121580 | 95732 | necking okay | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Small
|
Test 2 of 3
DIME Test ID: 2016-10-31-5-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 12/01/2016
Date Tested: 12/01/2016
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 | | #10/32mm | 1.27 | 0 | 128356 | 101070 | necking okay | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Small
|
Test 3 of 3
DIME Test ID: 2016-10-31-5-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 12/01/2016
Date Tested: 12/01/2016
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 | | #10/32mm | 1.27 | 0 | 129457 | 101940 | necking okay | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Small
|
