Sample Record for 2026-03-16-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000970 DEA: 031J6304 EFIS: 0321000023
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-6.04/7.06
Work Description: WILLOW SLOUGH REPLACEMENT
Location Description: SACRAMENTO COUNTY NEAR ELK GROVE FROM 0.2 MILE NORTH OF ARNO ROAD TO 0.4 MILE SOUTH OF DILLARD ROAD
Contractor Name: GRANITE CONSTRUCTION
Contractor Address: 4001 BRADSHAW ROAD, SACRAMENTO, CA 95827
Resident Engineer: Chris McDermott Structure Rep.: Nhut (Jim) Ngo
Sample Information
DIME Sample ID: 2026-03-16-1
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: 03/16/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/18/2026
The quantity of what the sample constitutes: 236 Hoops
A brief description of the sample: 2'-7.5" diameter #6 ASTM 706 Gr 60 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
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 1202072884
Hoop Manufacturer Lot Number(s): Lot 1 and 2
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #6
Diameter of Hoop: 2'-7.5"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: Nucor
Welding Company: RKR Steel Welding
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test
DIME Test ID: 2026-03-16-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/26/2026
Date Tested: 03/26/2026
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
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 1 | 6 | 0.44 | 41800 | 95000 | ok necking | Atlas | | 2 | 1 | 6 | 0.44 | 41830 | 95068 | ok necking | Atlas | | 3 | 1 | 6 | 0.44 | 41730 | 94841 | ok necking | Atlas | | 4 | 1 | 6 | 0.44 | 41700 | 94773 | ok necking | Atlas | | 1 | 2 | 6 | 0.44 | 42400 | 96364 | ok necking | Atlas | | 2 | 2 | 6 | 0.44 | 42670 | 96977 | ok necking | Atlas | | 3 | 2 | 6 | 0.44 | 42800 | 97273 | ok necking | Atlas | | 4 | 2 | 6 | 0.44 | 42700 | 97045 | ok necking | Atlas |
| |
|
UTM
|
NA
|
|
Temperature
|
0 f
|
