Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993782 DEA: 07339604 EFIS: 0717000157
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-R29.0/R29.5
Work Description: CONSTRUCT SLOPE BETTERMENT.
Location Description: LOS ANGELES COUNTY IN SANTA CLARITA FROM 0.9 MILE NORTH OF PLACERITA CANYON ROAD UNDERCROSSING TO 0.2 MILE SOUTH OF GOLDEN VALLEY ROAD OVERCROSSING
Contractor Name: SUKUT CONSTRUCTION, LLC
Contractor Address: 4010 W. CHANDLER AVENUE, SANTA ANA CA 92704
Resident Engineer: Ali Mohsenzadeh Structure Rep.: Unknown
DIME Sample ID: 2023-03-03-2
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 - Threaded Bar
Sample Taken Date: 03/03/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/06/2023
The quantity of what the sample constitutes: 1,230 nuts
A brief description of the sample: #8 HRTB Hex Nut Galvanized GR 80
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nurcor Skyline
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 80
Threaded Bar Type:
Rebar Size: #8
Nut Specification for Threaded Bar: ASTM A108/A576/A29
System Manufacturer: Nucor Skyline
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: Uncoated
Bar Heat Number(s): 3700035232
Nut Heat Number(s): 5393605
Bar Lot Number:
Nut Lot Number: 5869
Coupler Heat Number(s):
Coupler Grade:
DIME Test ID: 2023-03-03-2-1
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/24/2023
Date Tested: 03/20/2023
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: A615 Bar and Nut
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 117827 | 83886 | 14.19 | A615 Bar and Nut | spaine |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
DIME Test ID: 2023-03-03-2-2
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 03/24/2023
Date Tested: 03/20/2023
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: A615 Bar and Nut
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
| Sample | Size | Mfg Lot | Area (sqin) | Tensile Strength (psi) | Stress at Offset (psi) | Total Elongation (%) | Comments | Tested By | | No.8/25mm | | 0.79 | 118455 | 84302 | 0 | A615 Bar and Nut | spaine |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
