Sample Record for 2019-07-23-10
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213702 DEA: 041G4304 EFIS: 0412000126
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-128-R7.4
Work Description: REPLACE BRIDGE, HMA PAVING, DRAINAGE AND RSP
Location Description: NAPA COUNTY NEAR SAINT HELENA AT CONN CREEK
Contractor Name: GHILOTTI CONSTRUCTION CO. INC.
Contractor Address: 246 GHILOTTI AVENUE, SANTA ROSA, CA 95407
Resident Engineer: Paramdeep Brar Structure Rep.: Nana Budu
Sample Information
DIME Sample ID: 2019-07-23-10
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 07/23/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2019
The quantity of what the sample constitutes: 2
A brief description of the sample: A615 Grade 80 Threaded Bar
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nucor Nelsen steel
Material Information
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 80
Threaded Bar Type: Deformed
Rebar Size: 9
Nut Specification for Threaded Bar: 75
System Manufacturer: Stresssteel
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: Uncoated
Bar Heat Number(s): BR18105904
Nut Heat Number(s): NF16203364
Bar Lot Number: Unknown
Nut Lot Number: 4421
Coupler Heat Number(s): Unknown
Coupler Grade: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2019-07-23-10-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/31/2019
Date Tested: 07/31/2019
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 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 | #9 A615 Bar and Nut | NA | 1 | 109003 | 91157 | 0 | A615 Bar and Nut | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 2 of 2
DIME Test ID: 2019-07-23-10-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 07/31/2019
Date Tested: 07/31/2019
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 Bar
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 | #9 A615 Bar and Nut | NA | 1 | 121251 | 91500 | 13.2 | A615 Bar | Brian |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
