Sample Record for 2024-01-26-13
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213457 DEA: 11430434 EFIS: 1118000197
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-12.9/14.6,14.9
Work Description: HMA, STRUCTURAL BRIDGE, POLYESTER CONC OVERLAY, JPCP, & CONC BARRIER.
Location Description: SAN DIEGO COUNTY IN LA MESA AND EL CAJON FROM 0.1 MILE WEST OF GROSSMONT BOULEVARD OVERCROSSING TO WEST MAIN STREET OVERCROSSING AND AT MARSHALL AVENUE OVERHEAD
Contractor Name: Griffith Company
Contractor Address: 13400 Sabre Springs Parkway, Suite 200, SAN DIEGO, CA 92128
Resident Engineer: Chad Lim Structure Rep.: Janelle Clanton
Sample Information
DIME Sample ID: 2024-01-26-13
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: 01/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2024
The quantity of what the sample constitutes: 36 pcs
A brief description of the sample: Barsplice Griptwist coupler
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: Cascade Steel
Coupler Manufacturer: BarSplice
Intermediate Assembler or Fabricator: Integrity Rebar
Rebar Size: #6
Coupler Model: Grip Twist taper thread male and female
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): A214592
Rebar Heat Number(s): 273422
Rebar Size 2 :
Coupler Unique ID: SS-17-03
Test Results
Test 1 of 3
DIME Test ID: 2024-01-26-13-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 02/01/2024
Date Tested: 02/01/2024
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
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. 6/19mm | 1 | 0.0001 | 0.44 | 41375 | 94033 | Ok Necking | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
Small
|
Test 2 of 3
DIME Test ID: 2024-01-26-13-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 02/01/2024
Date Tested: 02/01/2024
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
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. 6/19mm | 1 | 0 | 0.44 | 41385 | 94057 | Ok Necking | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 3 of 3
DIME Test ID: 2024-01-26-13-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 02/01/2024
Date Tested: 02/01/2024
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
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. 6/19mm | 1 | 0 | 0.44 | 41442 | 94186 | Ok Necking | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
