Sample Record for 2022-01-06-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214995 DEA: 040J5304 EFIS: 0414000010
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-880-11.4/12.2
Work Description: PATTERSON SLOUGH BRIDGE DECK REHAB
Location Description: ALAMEDA COUNTY IN FREMONT FROM 0.4 MILE SOUTH TO 0.4 MILE NORTH OF PATTERSON SLOUGH BRIDGE
Contractor Name: OC Jones
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Rodelio Baluyot Structure Rep.: Dave Nguyen
Sample Information
DIME Sample ID: 2022-01-06-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Couplers
Sample Taken Date: 01/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/07/2022
The quantity of what the sample constitutes: lot of 150 bars
A brief description of the sample: Linton Couplers
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nucor HRC
Material Information
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Service
Material Standard Code: ASTM A615
Material Grade: 60
Rebar Manufacturer: Nucor
Coupler Manufacturer: Eaton
Intermediate Assembler or Fabricator: Conco
Rebar Size: #6
Coupler Model: Form Savors
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter:
Rebar Hoop Fabricator:
Coupler Component Heat/Lot Number(s): 9783 9855
Rebar Heat Number(s): 3500021994
Rebar Size 2 : 6
Coupler Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2022-01-06-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 01/10/2022
Date Tested: 01/07/2022
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. 6/19mm | C-01 | 0.001 | 0.44 | 41364 | 94009 | Service Splice | bewing |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
Small
|
Test 2 of 3
DIME Test ID: 2022-01-06-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 01/10/2022
Date Tested: 01/07/2022
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. 6/19mm | C-01 | 0 | 0.44 | 40951 | 93071 | Service Splice | bewing |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
|
Test 3 of 3
DIME Test ID: 2022-01-06-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)
Verified Date: 01/10/2022
Date Tested: 01/07/2022
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. 6/19mm | C-01 | 0 | 0.44 | 41803 | 95007 | Service Splice | bewing |
| |
UTM
|
400kip
|
Temperature
|
72.00 f
|
Halo ID
|
|