Sample Record for 2024-06-27-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994535 DEA: 010H8404 EFIS: 0118000117
QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-20-2.0/2.8
Work Description: RDWY EXC, PLACE HMA-A & RHMA, CONST SOLDIER PILE & RETAINING WALLS.
Location Description: LAKE COUNTY ABOUT 6 MILES WEST OF UPPER LAKE FROM 0.6 MILE WEST OF IRVINE AVENUE TO 0.1 MILE EAST OF MID LAKE ROAD
Contractor Name: GHILOTTI CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Dan Kraft Structure Rep.: Hayden Terrill
Sample Information
DIME Sample ID: 2024-06-27-2
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: 06/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2024
The quantity of what the sample constitutes: 2252 pcs
A brief description of the sample: #9 GR 80 hot rolled threaded bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nucor Skyline
Material Information
Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 80
Threaded Bar Type:
Rebar Size: #9
Nut Specification for Threaded Bar: ASTM A576
System Manufacturer: Nucor Skyline
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): 5393880,5395823
Nut Heat Number(s): 5991, 6349
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s):
Coupler Grade:
Test Results
Test 1 of 4
DIME Test ID: 2024-06-27-2-11
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/17/2024
Date Tested: 07/16/2024
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: 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.9/29mm | | 1 | 109517 | 90014 | 0 | Nut | aauvinen |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 2 of 4
DIME Test ID: 2024-06-27-2-12
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/17/2024
Date Tested: 07/16/2024
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: 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.9/29mm | | 1 | 112712 | 90226 | 0 | Nut | aauvinen |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 3 of 4
DIME Test ID: 2024-06-27-2-13
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/17/2024
Date Tested: 07/16/2024
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: 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.9/29mm | | 1 | 102395 | 89682 | 0 | Nut | aauvinen |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Test 4 of 4
DIME Test ID: 2024-06-27-2-14
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/17/2024
Date Tested: 07/16/2024
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: 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.9/29mm | | 1 | 116037 | 89978 | 0 | Nut | aauvinen |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2024-06-27-2-1 | ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile) | 06/27/2024 | Not scheduled | Subramony Krishnamoorthy | CT HQ - QASI Los Angeles Field Office | A615 Bar and Nut | |
| 2024-06-27-2-2 | ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile) | 06/27/2024 | Not scheduled | Subramony Krishnamoorthy | CT HQ - QASI Los Angeles Field Office | A615 Bar and Nut | |
| 2024-06-27-2-3 | ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile) | 06/27/2024 | Not scheduled | Subramony Krishnamoorthy | CT HQ - QASI Los Angeles Field Office | A615 Bar and Nut | |
| 2024-06-27-2-4 | ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile) | 06/27/2024 | Not scheduled | Subramony Krishnamoorthy | CT HQ - QASI Los Angeles Field Office | A615 Bar and Nut | |
| 2024-06-27-2-5 | ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile) | 06/27/2024 | Not scheduled | Subramony Krishnamoorthy | CT HQ - QASI Los Angeles Field Office | A615 Bar and Nut | |
| 2024-06-27-2-6 | ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile) | 06/27/2024 | Not scheduled | Subramony Krishnamoorthy | CT HQ - QASI Los Angeles Field Office | A615 Bar and Nut | |
| 2024-06-27-2-7 | ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile) | 06/27/2024 | Not scheduled | Subramony Krishnamoorthy | CT HQ - QASI Los Angeles Field Office | A615 Bar and Nut | |
| 2024-06-27-2-8 | ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile) | 06/27/2024 | Not scheduled | Subramony Krishnamoorthy | CT HQ - QASI Los Angeles Field Office | A615 Bar and Nut | |
| 2024-06-27-2-9 | ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile) | 06/27/2024 | Not scheduled | Subramony Krishnamoorthy | CT HQ - QASI Los Angeles Field Office | A615 Bar and Nut | |
| 2024-06-27-2-10 | ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile) | 06/27/2024 | Not scheduled | Subramony Krishnamoorthy | CT HQ - QASI Los Angeles Field Office | A615 Bar and Nut | |
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