Sample Record for 2021-05-12-22
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 7613 DEA: 071218W4 EFIS: 0700021119
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-29.4/31.6
Work Description: REALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location Description: LOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Vladimir Gurfinkel Structure Rep.: Gon Choi
Sample Information
DIME Sample ID: 2021-05-12-22
TL Number from the TL Form: C686465
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 05/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/17/2021
The quantity of what the sample constitutes: 150
A brief description of the sample: Couplers
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Barsplice Integrity Rebar
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Vinton Steel
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator:
Rebar Size: #9
Coupler Model: Griptwist
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): A201362
Rebar Heat Number(s): 2010487 2010488 2020511 2020513
Rebar Size 2 :
Coupler Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2021-05-12-22-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 05/20/2021
Date Tested: 05/18/2021
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 1 | | No. 9/29mm | 1 | -0.0018 | 1 | 93531 | 93531 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
Small
|
Test 2 of 3
DIME Test ID: 2021-05-12-22-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 05/20/2021
Date Tested: 05/18/2021
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 2 | | No. 9/29mm | 1 | 0 | 1 | 93472 | 93472 | Ok Necking | |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
|
Test 3 of 3
DIME Test ID: 2021-05-12-22-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 05/20/2021
Date Tested: 05/18/2021
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test: Ok Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples Tested
|
1
|
Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | 3 | | No. 9/29mm | 1 | 0 | 1 | 95918 | 95918 | Ok Necking | bewing |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
|