Sample Record for 2019-03-20-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213442 DEA: 112E1504 EFIS: 1117000179
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-38.1/39.3
Work Description: (ALTERNATIVE DELIVERY) WETLAND CONSTRUCTION
Location Description: NEAR STATE HIGHWAY IN SAN DIEGO COUNTY IN SOLANA BEACH AND ENCINITAS AT VARIOUS LOCATIONS
Contractor Name: Flatiron-Skanska-Stacey and Witbeck, a Joint Venture
Contractor Address: 3091 Manchester Avenue, Cardiff, CA 92007
Resident Engineer: Jared Corbitt Structure Rep.: Phong Le
Sample Information
DIME Sample ID: 2019-03-20-1
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: 03/20/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/26/2019
The quantity of what the sample constitutes: Lot 1A
A brief description of the sample: HRC 500 510 Couplers
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: HRC
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: Gerdau and Jade Sterling Steel
Intermediate Assembler or Fabricator: FSSW
Rebar Size: 11
Coupler Model: HRC 500-510
Coating Standards: Uncoated
Shape of Rebar: Straight
Rebar Hoop Diameter: NA
Rebar Hoop Fabricator: NA
Coupler Component Heat/Lot Number(s): 500 - Z82834A
510 - 74112074
Rebar Heat Number(s): 6503256702
Rebar Size 2 : 11
Coupler Unique ID:
Test Results
Test 1 of 3
DIME Test ID: 2019-03-20-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 03/27/2019
Date Tested: 03/26/2019
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: Bar Broke, Ok Necking
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 | -0.0048 | 145930 | 93547 | Bar Broke, Ok Necking | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
Test 2 of 3
DIME Test ID: 2019-03-20-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 03/27/2019
Date Tested: 03/26/2019
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: Bar Broke, Ok Necking
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 | 150000 | 96151 | Bar Broke, Ok Necking | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
Test 3 of 3
DIME Test ID: 2019-03-20-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Verified Date: 03/27/2019
Date Tested: 03/26/2019
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: Bar Broke, Ok Necking
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 | 148790 | 95378 | Bar Broke, Ok Necking | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
|
Halo ID
|
Small
|
