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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

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