Sample Record for 2026-06-16-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000258 DEA: 042K3604 EFIS: 0416000410
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-116-9.6
Work Description: REPAIR SIDE SLOPE AND CONSTRUCT SOIL NAIL WALL.
Location Description: SONOMA COUNTY NEAR MONTE RIO AT 0.2 MILE WEST OF CNOPIUS ROAD
Contractor Name: GHILOTTI BROS., INC.
Contractor Address: 525 Jacoby Street, San Rafael, CA 94901
Resident Engineer: Leonard Brajnikoff Structure Rep.: Alireza Jamalipour
Sample Information
DIME Sample ID: 2026-06-16-8
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (213) 505-4213
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 06/16/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2026
The quantity of what the sample constitutes: 12
A brief description of the sample: Threaded Bar A615
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form
Material Information
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type:
Rebar Size:
Nut Specification for Threaded Bar: A29
System Manufacturer: Williams Form Eng
Epoxy Coating Color: Purple
Threaded Bar Application:
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 1000134063, 1000134062, 1000235070, 100013325
Nut Heat Number(s): 79000945, 74124863
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s): 20856910, 256841
Coupler Grade:
Test Results
Test
DIME Test ID: 2026-06-16-8-1
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 06/30/2026
Date Tested: 06/26/2026
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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12
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| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | 1 | 11 | 1000134582 | 1.56 | 126900 | 125400 | 8 | Elongation | WSP | | 2 | 11 | 1000134582 | 1.56 | 127600 | 124500 | 8 | Elongation | WSP | | 1 | 11 | 1000134063 | 1.56 | 127800 | 125800 | 8 | Elongation | WSP | | 2 | 11 | 1000134063 | 1.56 | 128800 | 124800 | 9 | Elongation | WSP | | 1 | 11 | 1000133258 | 1.56 | 124300 | 122100 | 9 | Elongation | WSP | | 2 | 11 | 1000133258 | 1.56 | 123600 | 122100 | 7 | Elongation | WSP | | 1 | 11 | 1000134062 | 1.56 | 123500 | 121000 | 11 | Elongation | WSP | | 2 | 11 | 1000134062 | 1.56 | 107700 | 105100 | 1 | W Nut | WSP | | 1 | 11 | 1000235070 | 1.56 | 127000 | 125500 | 7 | Elongation | WSP | | 2 | 11 | 1000235070 | 1.56 | 103600 | 116200 | 4 | W Nut | WSP | | 1 | 11 | 1000134062, 1000134582 | 1.56 | 122600 | 121300 | 0 | W Coupler | WSP | | 2 | 11 | 1000133258, 1000235070 | 1.56 | 113500 | 113000 | 0 | W Coupler | WSP |
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Temperature
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0 f
|
|
UTM
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NA
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