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: 2026-08-04-2
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: 08/04/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2026
The quantity of what the sample constitutes: 12
A brief description of the sample: #4 ASTM A706 GR.60
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar
Production or Authorization Testing: Authorization Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 223626
Hoop Manufacturer Lot Number(s): 12, 16, 20
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 Steel
Welding Company: TNT Rebar Company
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2026-08-04-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 08/18/2026
Date Tested: 08/18/2026
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 | 12 | 4 | 0.20 | 17330 | 86500 | ok necking | Kleinfelder | | 2 | 12 | 4 | 0.20 | 18780 | 94000 | ok necking | Kleinfelder | | 3 | 12 | 4 | 0.20 | 19120 | 95500 | ok necking | Kleinfelder | | 4 | 12 | 4 | 0.20 | 18740 | 93500 | ok necking | Kleinfelder | | 1 | 16 | 4 | 0.20 | 18630 | 93000 | ok necking | Kleinfelder | | 2 | 16 | 4 | 0.20 | 18690 | 93500 | ok necking | Kleinfelder | | 3 | 16 | 4 | 0.20 | 19730 | 98500 | ok necking | Kleinfelder | | 4 | 16 | 4 | 0.20 | 19400 | 97000 | ok necking | Kleinfelder | | 1 | 20 | 4 | 0.20 | 18370 | 92000 | ok necking | Kleinfelder | | 2 | 20 | 4 | 0.20 | 19530 | 97500 | ok necking | Kleinfelder | | 3 | 20 | 4 | 0.20 | 18700 | 93500 | ok necking | Kleinfelder | | 4 | 20 | 4 | 0.20 | 18980 | 95000 | ok necking | Kleinfelder |
| |
|
UTM
|
NA
|
|
Temperature
|
0 f
|
