Sample Record for 2019-04-01-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213723 DEA: 040J3804 EFIS: 0413000462
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-680-R11.0/R12.0
Work Description: CONSTRUCT SOIL NAIL WALLS AND GEOSYNTHETIC REINFORCED EMBANKMENTS
Location Description: CONTRA COSTA COUNTY AT ALAMO FROM 0.3 MILE SOUGHT OF LIVORNA ROAD UNDERCROSSING TO 0.6 MILE SOUTH OF RUDGEAR ROAD UNDERCROSSING
Contractor Name: Ghilloti Construction Co.
Contractor Address: 246 Ghilloti Ave, Santa Rosa CA 95407
Resident Engineer: Amir Hatefi Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2019-04-01-1
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: 04/01/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/03/2019
The quantity of what the sample constitutes: 2
A brief description of the sample: #8 Threaded Bar with nuts
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DSI
Material Information
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: DSI
Epoxy Coating Color: NA
Threaded Bar Application: Soil Nail
Coating Standards: Uncoated
Bar Heat Number(s): 62148703 and 62149036
Nut Heat Number(s): 00A184094 and 00A164230
Bar Lot Number: N/A
Nut Lot Number: N/A
Coupler Heat Number(s): N/A
Coupler Grade: N/A
Test Results
Test 1 of 4
DIME Test ID: 2019-04-01-1-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/09/2019
Date Tested: 04/04/2019
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 Threaded 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 | 1 | #8 Bar Heat #62148703, Nut Heat00A164230 | NA | 0.79 | 116900 | 81919 | 8.4 | A615 Threaded Bar and Nut | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 2 of 4
DIME Test ID: 2019-04-01-1-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/09/2019
Date Tested: 04/04/2019
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 Threaded 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 | 2 | #8 Bar Heat #62148703, Nut Heat 00A164230 | NA | 0.79 | 117143 | 82066 | 0 | A615 Threaded Bar and Nut | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 3 of 4
DIME Test ID: 2019-04-01-1-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/09/2019
Date Tested: 04/05/2019
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 Threaded 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 | 3 | #8 Bar Heat #62149036, Nut Heat 00A184094 | NA | 0.79 | 111899 | 76632 | 9.3 | A615 Threaded Bar and Nut | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|
Test 4 of 4
DIME Test ID: 2019-04-01-1-4
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 04/09/2019
Date Tested: 04/05/2019
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 Threaded 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 | 4 | #8 Bar Heat #62149036, Nut Heat 00A184094 | NA | 0.79 | 112153 | 76871 | 0 | A615 Threaded Bar and Nut | Brian |
| |
Temperature
|
72 F
|
UTM
|
400KIP
|