Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210673 DEA: 042640F4 EFIS: 0400020132 COOP: 042308A3
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON--
Work Description:
Location Description:
Contractor Name: GHILOTTI CONSTRUCTION CO. INC.
Contractor Address: 246 GHILOTTI AVENUE, SANTA ROSA, CA 95407
Resident Engineer: Gina Choi Structure Rep.: Brian Beaudoin
DIME Sample ID: 2021-09-23-6
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: 09/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2021
The quantity of what the sample constitutes: 4 Hoops
A brief description of the sample: #8 x 5'-2" dia.
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 1201033913
Hoop Manufacturer Lot Number(s): Lot 3
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 5'-2"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor
Welding Company: TNT Rebar Company
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2021-09-23-6-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/01/2021
Date Tested: 09/30/2021
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 | 3 | 8/25mm | 0.79 | 74406.02 | 94185 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2021-09-23-6-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/01/2021
Date Tested: 09/30/2021
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 | 3 | 8/25mm | 0.79 | 74529.92 | 94342 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
DIME Test ID: 2021-09-23-6-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 10/01/2021
Date Tested: 09/30/2021
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 | 3 | 8/25mm | 0.79 | 74414.70 | 94196 | OK Necking | fsaylor |
| |
|
UTM
|
400kip
|
|
Temperature
|
72 f
|
