Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995043 DEA: 010A1314 EFIS: 0117000223
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-162-8/8.4
Work Description:
Location Description:
Contractor Name: GHILOTTI CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Roozbeh Hadipour Structure Rep.: Behdad Saebi
DIME Sample ID: 2024-01-30-6
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 - Welded Hoops
Sample Taken Date: 01/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/01/2024
The quantity of what the sample constitutes: lot group 3 lot H07 150ea
A brief description of the sample: #5 A706 gr 60 welded hoops 6 lots total
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: Eel River Bridge
The fabricator/manufacturer/facility name: Conco Construction
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4134751
Hoop Manufacturer Lot Number(s): group 3 lot H07
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #5
Diameter of Hoop: 1'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Arizona
Welding Company: Conco Companies Benicia
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2024-01-30-6-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/05/2024
Date Tested: 02/02/2024
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 | H07 | 5/16mm | 0.31 | 31768.37 | 102479 | Ok Necking | rmacias |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2024-01-30-6-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/05/2024
Date Tested: 02/02/2024
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 | H07 | 5/16mm | 0.31 | 31955.31 | 103082 | Ok Necking | rmacias |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2024-01-30-6-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/05/2024
Date Tested: 02/02/2024
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 | H07 | 5/16mm | 0.31 | 31792.99 | 102558 | Ok Necking | rmacias |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
