chapter 3 rigid pavement - DOT On-Line Publications - Department ...
chapter 3 rigid pavement - DOT On-Line Publications - Department ...
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7i%iA TZCHKICAL ADVISCRY T 5C80.17<br />
Tuly 14, 1993<br />
10. MANCFACTC'RED CONCRETE PRODUCTS Concrete oroducts<br />
consist of structural elements constructed at a plant<br />
and trucked to the jobsite. These precast products<br />
typically consist of beans, pipes, barriers, poles and<br />
other special elements. The criteria outlined within<br />
this document apply to these products as well.<br />
Additional information about prestressed products are<br />
contained in the Checklist for Prestressed Concrete<br />
Products in Attachment 6.<br />
11. DUALITY CONTROL AND TESTING<br />
a. All testing should be performed by certified<br />
technicians. The AC1 and the National Institute<br />
for Certification in Engineering Technologies<br />
(NICET) administer a concrete technician<br />
certification program. Guidance for establishing<br />
a certification program for testing personnel<br />
appears in a FHWA paper titled "Laboratory<br />
Accreditation and Certification of Testing<br />
Personnel."<br />
b. .Process control testing should be performed on<br />
aggregate moisture content, aggregate gradation,<br />
air content, unit weight, and slump at the plant.<br />
(1) The specifications should require that the<br />
contractor provide a process control plan.<br />
The State should also provide guidance on<br />
minimum requirements for a process control<br />
plan. As a minimum, the process control plan<br />
should include the information contained in<br />
Attachment 7.<br />
(2) All process control tests should be plotted<br />
on control charts. Control charts are a good<br />
visual tool for discovering trends quickly<br />
before major problems occur.<br />
C. The acceptance procedures should include<br />
monitoring of the process control activities<br />
--.- including aggregate gradation testing. In<br />
addition, acceptance testing at placement would<br />
include slump, strength, and air content. Close<br />
monitoring of the water-cement ratio is also<br />
required since this will ultimately affect the<br />
durability and strength of the concrete.<br />
3.10.21<br />
the