Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993253 DEA: 033F0604 EFIS: 0312000052
QA Service Level: 1
DIST-CO-RTE-PM: 03-GLE-162-76.3/78.6
Work Description:
Location Description:
Contractor Name: GOLDEN STATE BRIDGE
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Dustin Watts Structure Rep.: Matt Crete
DIME Sample ID: 2023-01-31-1
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: 01/31/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/03/2023
The quantity of what the sample constitutes: 782
A brief description of the sample: A706 Grade 60 Welded Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC - San Bernardino
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4117181
Hoop Manufacturer Lot Number(s): 80
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 4'-0.5"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Steel - Arizona
Welding Company: CMC
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2023-01-31-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/09/2023
Date Tested: 02/06/2023
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 | 80 | 8/25mm | 0.79 | 74552.40 | 94370 | Ok Necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2023-01-31-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/09/2023
Date Tested: 02/06/2023
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 | 80 | 8/25mm | 0.79 | 74649.53 | 94493 | Ok Necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2023-01-31-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/09/2023
Date Tested: 02/06/2023
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 | 80 | 8/25mm | 0.79 | 74758.23 | 94631 | Ok Necking | spaine |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
