Sample Record for 2025-02-28-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000004 DEA: 033H5604 EFIS: 0318000014
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA,NEV-20,80-VAR
Work Description: STRUCTURAL CONC, BAR REINFORCING STEEL, BRIDGE REMOVAL, HMA, AND JPCP.
Location Description: PLACER AND NEVADA COUNTIES NEAR CISCO GROVE ON ROUTE 80 FROM 0.4 MILE WEST OF LAKE VALLEY OVERCROSSING TO 0.9 MILE EAST OF YUBA PASS SEPARATION AND OVERHEAD AND ON ROUTE 20 AT YUBA PASS SEPARATION AND OVERHEAD
Contractor Name: FLATIRON WEST INC.
Contractor Address: 1200 Concord Ave Suite 465, Concord, CA 94520
Resident Engineer: Tad Sampson Structure Rep.: James 'Jimmer' Ross
Sample Information
DIME Sample ID: 2025-02-28-2
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: 02/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/07/2025
The quantity of what the sample constitutes: 600
A brief description of the sample: #7 6'-7"dia. welded hoop
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 9005155
Hoop Manufacturer Lot Number(s): 6-9
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #7
Diameter of Hoop: 6'-7"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: CMC Rebar
Welding Company: CMC Rebar San Bernardino
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 1
DIME Test ID: 2025-02-28-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 03/12/2025
Date Tested: 03/12/2025
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Number of Samples
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4
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| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 9 | 7 | 0.60 | 61300 | 102000 | ok necking | Kleinfelder | | 2 | 9 | 7 | 0.60 | 62510 | 104000 | ok necking | Kleinfelder | | 3 | 9 | 7 | 0.60 | 62300 | 104000 | ok necking | Kleinfelder | | 4 | 9 | 7 | 0.60 | 63720 | 106000 | ok necking | Kleinfelder |
| |
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UTM
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NA
|
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Temperature
|
0 f
|
