Sample Record for 2026-07-09-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1002145 DEA: 010A1114 EFIS: 0116000148
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-R53.7/M54.2
Work Description: South Fork Eel River Bridge Seismic
Location Description: NEAR RIO DELL FROM 0.2 MILE SOUTH OF EEL RIVER BRIDGE TO 0.4 MILE SOUTH OF METROPOLITAN HEIGHTS ROAD
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Nathaniel Steen Structure Rep.: Jordan St. John
Sample Information
DIME Sample ID: 2026-07-09-3
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: 07/09/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/13/2026
The quantity of what the sample constitutes: 560 hoops
A brief description of the sample: #8 10'-6" diameter welded hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar San Bernardino
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 9013991
Hoop Manufacturer Lot Number(s): 1-4. Samples taken from lots 1 & 3
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #8
Diameter of Hoop: 10'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Steel Arizona
Welding Company: CMC Rebar San Bernardino
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test
DIME Test ID: 2026-07-09-3-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/23/2026
Date Tested: 07/23/2026
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:
|
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 | 8 | 0.79 | 75250 | 95253 | ok necking | Atlas | | 2 | 1 | 8 | 0.79 | 75220 | 95215 | ok necking | Atlas | | 3 | 1 | 8 | 0.79 | 75240 | 95241 | ok necking | Atlas | | 4 | 1 | 8 | 0.79 | 75580 | 95671 | ok necking | Atlas | | 1 | 3 | 8 | 0.79 | 75509 | 95581 | ok necking | Atlas | | 2 | 3 | 8 | 0.79 | 76440 | 96759 | ok necking | Atlas | | 3 | 3 | 8 | 0.79 | 77780 | 98456 | ok necking | Atlas | | 4 | 3 | 8 | 0.79 | 76050 | 96266 | ok necking | Atlas |
| |
|
UTM
|
NA
|
|
Temperature
|
0 f
|
