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: 2024-02-05-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Vallejo Field Laboratory
Sample Organization Contact: (510) 774-6009
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 02/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/12/2024
The quantity of what the sample constitutes: 150
A brief description of the sample: ASTM A706 GR 60 Hoop
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Conco
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 4135152
Hoop Manufacturer Lot Number(s): H12
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
Welding Company: Conco Companies Benicia
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2024-02-05-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/14/2024
Date Tested: 02/12/2024
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: Broke in Weld - No 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 | 12 | 5/16mm | 0.31 | 28849.97 | 93064 | Broke in Weld - No Necking | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2024-02-05-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/14/2024
Date Tested: 02/12/2024
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 | 12 | 5/16mm | 0.31 | 32449.66 | 104676 | Ok Necking | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2024-02-05-1-6
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/14/2024
Date Tested: 02/12/2024
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 | 12 | 5/16mm | 0.31 | 32275.24 | 104114 | Ok Necking | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2024-02-05-1-7
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/14/2024
Date Tested: 02/12/2024
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 | | 4 | 12 | 5/16mm | 0.31 | 32005.27 | 103243 | Ok Necking | aauvinen |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
