Sample Record for 2025-01-21-37
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212470 DEA: 044A1304 EFIS: 0400001106 COOP: 042718
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-101-18.5/18.5
Work Description: CONSISTS OF MODIFICATION AND RECONSTRUCTION OF THE EXISTING US 101/HEARN AVENUE INTERCHANGE IN SONOMA COUNTY, INCLUDING REPLACING THE EXISTING TWO-LANE HEARN AVENUE OVERCROSSING WITH A NEW OVERCROSSING, AND MODIFYING THE SOUTHBOUND OFF-RAMP IN CITY
Location Description: IN SONOMA COUNTY.
Contractor Name: Ghilotti Construction Company, Inc. (Chase McPhaul)
Contractor Address: 246 Ghilotti Avenue, Santa Rosa, CA 95407
Resident Engineer: Seyed "Syd" Valeh Structure Rep.: Anthony "Tony" Tierra; Sardar Chalabe
Sample Information
DIME Sample ID: 2025-01-21-37
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Headed Bars
Sample Taken Date: 01/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/06/2025
The quantity of what the sample constitutes: 8
A brief description of the sample: #9 Barsplice Taper Threaded Grip-Twist
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martinez Steel LLC
Material Information
Production or Authorization Testing: Production Testing
Rebar Heat Number(s): 269724
Head Manufacturer Lot Number(s): 6P1, 1W1, A204230, A212522
Rebar Size: #9
Headed Bar Model Name: 10A Taper Threaded DoughNUT Termination Syste
Size of Head: Full Size - 9x
Head Connection Type: Taper Threaded
Head Shape: Circular
Rebar Manufacturer: Cascade
Head Manufacturer: MSL
Head Fabricator: BarSplice
Material Standard Code: ASTM A706
Headed Bar Unique ID: 9TT-17-01
Test Results
Test 1 of 1
DIME Test ID: 2025-01-21-37-1
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 02/18/2025
Date Tested: 02/18/2025
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 Headed Bar Samples
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4
|
| Lot # | Area (sqin) | Peak Load (lbf) | Tensile Strength (psi) | Comments | Tested By | | 1 | 1 | 93750 | 93750 | Ok Necking | Kleinfelder | | 1 | 1 | 93300 | 93300 | Failed Necking | Kleinfelder | | 1 | 1 | 95510 | 95510 | Ok Necking | Kleinfelder | | 1 | 1 | 95080 | 95080 | Ok Necking | Kleinfelder |
| |
|
Temperature
|
0 f
|
|
UTM
|
NA
|
