Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994987 DEA: 043Y2004 EFIS: 0423000207
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-116-12.1/12.1
Work Description:
Location Description:
Contractor Name: Goodfellow Bros. California, LCC
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-09-06-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 09/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/06/2023
The quantity of what the sample constitutes: 900 lf # 8 threaded bar
A brief description of the sample: #8 A615 gr 75 Threaded bar with hex nuts
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: Guerneville slide
The fabricator/manufacturer/facility name: Z systems
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size: #8
Nut Specification for Threaded Bar: ASTM A519
System Manufacturer: Z Systems
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: Uncoated
Bar Heat Number(s): 5806611-02
Nut Heat Number(s): A204597
Bar Lot Number:
Nut Lot Number:
Coupler Heat Number(s):
Coupler Grade:
DIME Test ID: 2023-09-06-2-1
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/07/2023
Date Tested: 09/07/2023
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 | 119344 | 81217 | 12.66 | A615 Bar and Nut | aauvinen |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
DIME Test ID: 2023-09-06-2-2
Test Method: ASTM A615-20: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 09/07/2023
Date Tested: 09/07/2023
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 | 119339 | 81427 | 0 | A615 Bar and Nut | aauvinen |
| |
|
Temperature
|
72 f
|
|
UTM
|
400kip
|
