Sample Record for 2022-06-29-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215164 DEA: 07317304 EFIS: 0715000237
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60-0.0/R3.2,11.8/R21.5
Work Description: UPGRADE EXISTING OVERHEAD AND ROADSIDE SIGN PANELS.
Location Description: LOS ANGELS COUNTY FROM 0.4 MILE WEST OF ROUTE 5/60 SEPARATION TO ROUTE 60/710 SEPARATION AND FROM ROUTE 60/605 SEPARATION TO FAIRWAY DRIVE UNDERCROSSING
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIRCLE WEST, IRVINE CA 92606
Resident Engineer: Myrna Dominguez Structure Rep.: Avtar Bains
Sample Information
DIME Sample ID: 2022-06-29-2
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: 06/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2022
The quantity of what the sample constitutes: 398 lb
A brief description of the sample: #14 Bar Splice Coupler
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DRS Rebar Inc
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Manufacturer: Cascade Steel
Coupler Manufacturer: Bar Splice Products
Intermediate Assembler or Fabricator: DRS Rebar
Rebar Size: #14
Coupler Model: Zap Screwlok Coupler Type 2
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: None
Rebar Hoop Fabricator: None
Coupler Component Heat/Lot Number(s): MM20102404
Lot 14ZBA2 14G
Rebar Heat Number(s): 330121
Rebar Size 2 : 14
Coupler Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2022-06-29-2-4
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/20/2022
Date Tested: 07/20/2022
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: Service Splice
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. 14/43mm | 1 | -0.0025 | 2.25 | 221043 | 98241 | Service Splice | bewing |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
Large
|
Test 2 of 3
DIME Test ID: 2022-06-29-2-5
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/20/2022
Date Tested: 07/20/2022
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: Service Splice
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. 14/43mm | 1 | 0 | 2.25 | 221416 | 98407 | Service Splice | bewing |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
Test 3 of 3
DIME Test ID: 2022-06-29-2-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 07/20/2022
Date Tested: 07/20/2022
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: Service Splice
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. 14/43mm | 1 | 0 | 2.25 | 218839 | 97262 | Service Splice | bewing |
| |
|
UTM
|
2000kip
|
|
Temperature
|
72.00 f
|
|
Halo ID
|
|
