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: 2026-06-16-4
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: 06/16/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2026
The quantity of what the sample constitutes: 8
A brief description of the sample: #7, 3'-8" Welded Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RKR Steel Welding
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 9012357
Hoop Manufacturer Lot Number(s): 1, 4
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #7
Diameter of Hoop: 3'-8"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Steel AZ
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2026-06-16-4-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 06/30/2026
Date Tested: 06/30/2026
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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8
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| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 7 | 0.60 | 56750 | 94500 | ok necking | Kleinfelder | | 2 | 1 | 7 | 0.60 | 56800 | 94500 | ok necking | Kleinfelder | | 3 | 1 | 7 | 0.60 | 57570 | 96000 | ok necking | Kleinfelder | | 4 | 1 | 7 | 0.60 | 57440 | 95500 | ok necking | Kleinfelder | | 1 | 4 | 7 | 0.60 | 57460 | 96000 | ok necking | Kleinfelder | | 2 | 4 | 7 | 0.60 | 57770 | 96500 | ok necking | Kleinfelder | | 3 | 4 | 7 | 0.60 | 62240 | 104000 | ok necking | Kleinfelder | | 4 | 4 | 7 | 0.60 | 57870 | 96500 | ok necking | Kleinfelder |
| |
|
UTM
|
NA
|
|
Temperature
|
0 f
|
