Sample Record for 2021-03-05-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213653 DEA: 044G8204 EFIS: 0413000049
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-10.6/10.8
Work Description: REPLACE SAN RAFAEL HARBOR BRIDGE (ABC)
Location Description: MARIN COUTY, IN SAN RAFAEL, FROM ROUTE 101 NORTHBOUND OFF-RAMP TO 2ND STREET
Contractor Name: Gordon N. Ball
Contractor Address: 333 Camille Ave., Alamo, CA 94507
Resident Engineer: Dawit Habteselassie Structure Rep.: Long N Ly
Sample Information
DIME Sample ID: 2021-03-05-1
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 - Welded Hoops
Sample Taken Date: 03/05/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/08/2021
The quantity of what the sample constitutes: 4
A brief description of the sample: ASTM A706 GR60 Hoops #6 size
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RKR Steel Welding
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Service
Rebar Heat Number(s): 481920
Hoop Manufacturer Lot Number(s): Lot No 6
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 1'-4"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Cascade Steel
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 3
DIME Test ID: 2021-03-05-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/10/2021
Date Tested: 03/09/2021
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 6 | 6/19mm | 0.44 | 41821.21 | 95048 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 2 of 3
DIME Test ID: 2021-03-05-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/10/2021
Date Tested: 03/09/2021
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 2 | 6 | 6/19mm | 0.44 | 41864.26 | 95146 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
Test 3 of 3
DIME Test ID: 2021-03-05-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/10/2021
Date Tested: 03/09/2021
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: OK Necking
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 3 | 6 | 6/19mm | 0.44 | 41868.87 | 95157 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
