Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001249 DEA: 031N5504 EFIS: 0325000797
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-70-35/36
Work Description: Major Damage Restoration
Location Description: BUT 70 Viaduct
Contractor Name: Steelhead Constructors (Justin Babcock)
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Adam Scardaci Structure Rep.: Adam Scardaci
DIME Sample ID: 2025-05-09-3
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: 05/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2025
The quantity of what the sample constitutes: 12 hoops from 11 Lots
A brief description of the sample: #6 rebar 2'-0" dia.
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: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 120725
Hoop Manufacturer Lot Number(s): Lots 1, 5 &10
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 2'-0"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Cascade Steel- Oregon
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
DIME Test ID: 2025-05-09-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 05/19/2025
Date Tested: 05/19/2025
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
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| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 6 | 0.44 | 40160 | 91273 | ok necking | Atlas | | 2 | 1 | 6 | 0.44 | 40100 | 91136 | ok necking | Atlas | | 3 | 1 | 6 | 0.44 | 39540 | 89864 | ok necking | Atlas | | 4 | 1 | 6 | 0.44 | 39640 | 90091 | ok necking | Atlas | | 1 | 5 | 6 | 0.44 | 39430 | 89614 | ok necking | Atlas | | 2 | 5 | 6 | 0.44 | 40450 | 91932 | ok necking | Atlas | | 3 | 5 | 6 | 0.44 | 39810 | 90477 | ok necking | Atlas | | 4 | 5 | 6 | 0.44 | 38230 | 86886 | ok necking | Atlas | | 1 | 10 | 6 | 0.44 | 40600 | 92273 | ok necking | Atlas | | 2 | 10 | 6 | 0.44 | 39840 | 90545 | ok necking | Atlas | | 3 | 10 | 6 | 0.44 | 40300 | 91591 | ok necking | Atlas | | 4 | 10 | 6 | 0.44 | 40270 | 91523 | ok necking | Atlas |
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|
UTM
|
NA
|
|
Temperature
|
0 f
|
