Sample Record for 2019-02-06-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213474 DEA: 010A8404 EFIS: 0113000058
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-271-17.7/18.0
Work Description: BRIDGE REPLACEMENT, ROADWAY REALIGNMENT AND WIDENING.
Location Description: MENDOCINO COUNTY NEAR PIERCY FROM 0.7 MILE NORTH OF HIGHWAY 271/101 SEPARATION TO 0.4 MILE SOUTH OF THE SIDEHILL VIADUCT
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Joaquin Rodriguez Structure Rep.: Peter O'Donnell
Sample Information
DIME Sample ID: 2019-02-06-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 02/06/2019
Date that the sample was received by the laboratory/organization performing the testing: 02/08/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: #11 Ultimate Butt Splice
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Camblin Steel
Material Information
Production or Authorization Testing: Production 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: 11
Coupler Model: Grip Twist
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: Unknown
Rebar Hoop Fabricator: Unknown
Coupler Component Heat/Lot Number(s): A181588, A172211, A172036
Rebar Heat Number(s): 65031565 02
Rebar Size 2 : 11
Coupler Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2019-02-06-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 02/12/2019
Date Tested: 02/11/2019
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 | -0.0015 | 146020 | 93603 | necking okay | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Big
|
Test 2 of 3
DIME Test ID: 2019-02-06-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 02/12/2019
Date Tested: 02/11/2019
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 | 149605 | 95901 | necking okay | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Big
|
Test 3 of 3
DIME Test ID: 2019-02-06-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 02/12/2019
Date Tested: 02/11/2019
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 | 146438 | 93871 | necking okay | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
2000KIP
|
|
Halo ID
|
Big
|
