Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001723 DEA: 050N7064 EFIS: 0524000077
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-10.9/12.3
Work Description: SB 101 - Segment 4E North - Cabrillo
Location Description:
Contractor Name: Granite Construction
Contractor Address: P.O. Box. 6744, Santa Barbara, CA
Resident Engineer: Tristan Gebhart Structure Rep.: Josh Madrigal
DIME Sample ID: 2026-08-11-1
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: 08/11/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/13/2026
The quantity of what the sample constitutes: 450 of 1500
A brief description of the sample: #4 welded hoops
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): 223626
Hoop Manufacturer Lot Number(s): lots 21, 24, 28
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #4
Diameter of Hoop: 2'-0"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Cascade
Welding Company: TNT Rebar
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2026-08-11-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/20/2026
Date Tested: 08/20/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Number of Samples
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12
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 21 | 4 | 0.20 | 19140 | 95500 | ok necking | Kleinfelder | | 2 | 21 | 4 | 0.20 | 18400 | 92000 | ok necking | Kleinfelder | | 3 | 21 | 4 | 0.20 | 18930 | 94500 | ok necking | Kleinfelder | | 4 | 21 | 4 | 0.20 | 19390 | 97000 | ok necking | Kleinfelder | | 1 | 24 | 4 | 0.20 | 19300 | 96500 | ok necking | Kleinfelder | | 2 | 24 | 4 | 0.20 | 17730 | 88500 | ok necking | Kleinfelder | | 3 | 24 | 4 | 0.20 | 18330 | 91500 | broke in affected area | Kleinfelder | | 4 | 24 | 4 | 0.20 | 17670 | 88500 | ok necking | Kleinfelder | | 1 | 28 | 4 | 0.20 | 17950 | 90000 | ok necking | Kleinfelder | | 2 | 28 | 4 | 0.20 | 18090 | 90500 | ok necking | Kleinfelder | | 3 | 28 | 4 | 0.20 | 17790 | 89000 | ok necking | Kleinfelder | | 4 | 28 | 4 | 0.20 | 18060 | 90500 | ok necking | Kleinfelder |
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|
UTM
|
NA
|
|
Temperature
|
0 f
|
