Sample Record for 2017-10-20-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211931 DEA: 043G6414 EFIS: 0416000348
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29-37.0
Work Description: SCOUR REPLACE BRIDGE
Location Description: NAPA COUNTY IN CALISTOGA AT NAPA RIVER BRIDGE
Contractor Name: Valentine Corp.
Contractor Address: 111 Pelican Way, San Rafael, CA 94901
Resident Engineer: Danilo Patenia Structure Rep.: Nana Budu
Sample Information
DIME Sample ID: 2017-10-20-4
TL Number from the TL Form: C647235
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: 10/20/2017
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2017
The quantity of what the sample constitutes: 2
A brief description of the sample: A615 Grade 75 Threaded Bar
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Engineering
Material Information
Production or Authorization Testing: Production Testing
Threaded Bar Specification: ASTM A615
Threaded Bar Grade: 75
Threaded Bar Type: Deformed
Rebar Size: 9
Nut Specification for Threaded Bar: 8290539
System Manufacturer: Williams Form Eng
Epoxy Coating Color: Purple
Threaded Bar Application:
Coating Standards: ASTM A934 epoxy
Bar Heat Number(s): 100786966
Nut Heat Number(s): 8290539
Bar Lot Number: Unknown
Nut Lot Number: 9H7D
Coupler Heat Number(s): NF10100614C
Coupler Grade: Unknown
Test Results
Test 1 of 3
DIME Test ID: 2017-10-20-4-2
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/26/2017
Date Tested: 10/25/2017
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 & 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 | Williams Bar #9 Bar Heat #100786966, Nut Hea | L7301217 | 1 | 128381 | 96558 | 10.6 | A615 Bar & Nut | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 2 of 3
DIME Test ID: 2017-10-20-4-3
Test Method: ASTM A615-15: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement (Tensile)
Verified Date: 10/26/2017
Date Tested: 10/25/2017
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, Nut & coupler
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 | Williams Bar #9 Bar Heat #100786966, Nut Hea | L7301217 | 1 | 128660 | 97920 | 0 | A615 Bar, Nut & coupler | Fred |
| |
|
Temperature
|
72 F
|
|
UTM
|
400KIP
|
Test 3 of 3
DIME Test ID: 2017-10-20-4-4
Test Method: ASTM A934-13: Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars (Epoxy-Coating)
Verified Date: 10/26/2017
Date Tested: 10/25/2017
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:
Test Result Compliance:
Additional Comments When Verified:
|
Lower spec. limit LSL
|
10 mils
|
|
Upper spec. limit USL
|
15 mils
|
|
Bar # for First Bar
|
1
|
|
Bar # for Second Bar
|
2
|
|
First Bar Mean
|
10.23
|
|
Second Bar Mean
|
12.32
|
|
Total mean value
|
11.27
|
