Sample Record for 2018-12-17-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212036 DEA: 044K2404 EFIS: 0417000284
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN,MRN-1-10.9, 10.8/10.9, 10.90, 6.6/10.9
Work Description: Construct Solier Pile Wall
Location Description:
Contractor Name: Drill Tech
Contractor Address: 2200 WYMORE WAY, ANTIOCH, CA 94509
Resident Engineer: Dawit Habteselassie Structure Rep.: Jeff Kress
Sample Information
DIME Sample ID: 2018-12-17-1
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: 12/17/2018
Date that the sample was received by the laboratory/organization performing the testing: 12/26/2018
The quantity of what the sample constitutes: 2 bars and 2 Hex nuts
A brief description of the sample: A513 Threaded Bar
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Engineering-SD
Material Information
Production or Authorization Testing: Retest
Threaded Bar Specification: ASTM A513
Threaded Bar Grade: 85
Threaded Bar Type: Plain
Rebar Size: 11
Nut Specification for Threaded Bar: A29
System Manufacturer: Williams Form Engineering
Epoxy Coating Color: NA
Threaded Bar Application: Threaded Bar
Coating Standards: ASTM A153 galvanized
Bar Heat Number(s): 4121251
Nut Heat Number(s): 8296322
Bar Lot Number:
Nut Lot Number: 10L5D
Coupler Heat Number(s):
Coupler Grade:
Test Results
Test 1 of 2
DIME Test ID: 2018-12-17-1-1
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/04/2019
Date Tested: 12/27/2018
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: #11 Hollow Bar & 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 | #11 Hollow williams Bar Heat #4121251, Nut, 3 | NA | 1.067 | 94643 | 84006 | 0 | #11 Hollow Bar & Nut | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 2 of 2
DIME Test ID: 2018-12-17-1-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 01/04/2019
Date Tested: 12/27/2018
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: #11 Hollow Bar & 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 | #11 Hollow williams Bar Heat #4121251, Nut, 3 | NA | 1.067 | 91662 | 84423 | 0 | #11 Hollow Bar & Nut | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
