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Testing Report for 2020-08-05-1-4

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 214216 DEA: 071XM404 EFIS: 0719000232 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33-22.16
Work Description: This is the emergency project to repair pavement cracking, stabilize the eroded slope, construct a soldier pile tieback wall and reconstruct the steel post MGS
Location Description: Ventura County on Route 33 at PM.22.16.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Alan Davis Structure Rep.: Aziz Maghsoudloo

Sample Information

DIME Sample ID: 2020-08-05-1
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Acceptance
Type of Material: SMTL TM5 - Threaded Bar
Sample Taken Date: 08/05/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2020
The quantity of what the sample constitutes: 2 All Thread Bar
A brief description of the sample: ASTM A722 All-Thread-Bar 150 KSI
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Williams Form Engineering

Material Information

Production or Authorization Testing: Authorization Testing
Threaded Bar Specification: ASTM A722
Threaded Bar Grade: 722
Threaded Bar Type: Plain
Rebar Size: #8
Nut Specification for Threaded Bar: NA
System Manufacturer: NA
Epoxy Coating Color: Green
Threaded Bar Application: Threaded Bar
Coating Standards: ASTM A775 epoxy
Bar Heat Number(s): 62150104
Nut Heat Number(s): NA
Bar Lot Number: NA
Nut Lot Number: NA
Coupler Heat Number(s): NA
Coupler Grade: NA

Test Information

DIME Test ID: 2020-08-05-1-2
Test Method: ASTM A722-15: Standard Specification for High-Strength Steel Bars for Prestressed Concrete (Tensile)
Verified Date: 08/13/2020
Date Tested: 08/13/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test: A722 Bar
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

First Bar Mean 25.71
Second Bar Mean 28.02
Lower spec. limit LSL 12
Upper spec. limit USL 40
Bar # for First Bar 1
Bar # for Second Bar 2
Total mean value 26.86
Total number of values less than LSL no data
Total number of values greater than USL no data