Determine minimum thickness of a rigid pavement with doweled joints and without concrete shoulders. It is four-lane interstate highway, rolling terrain in rural location, design period = 20 yr, axle loads and expected repetitions are shown in table below, subbase-subgrade k = 100 lb/in³ and concrete modulus of rupture 600 lb/in². Axle load kips 30 Expected repetitions Single axles 100 26 3000 22 10000 Tandem axles 54 2000 46 25000 38 9000
Determine minimum thickness of a rigid pavement with doweled joints and without concrete shoulders. It is four-lane interstate highway, rolling terrain in rural location, design period = 20 yr, axle loads and expected repetitions are shown in table below, subbase-subgrade k = 100 lb/in³ and concrete modulus of rupture 600 lb/in². Axle load kips 30 Expected repetitions Single axles 100 26 3000 22 10000 Tandem axles 54 2000 46 25000 38 9000
Chapter1: Making Economics Decisions
Section: Chapter Questions
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Transcribed Image Text:Determine minimum thickness of a rigid pavement with doweled joints and without concrete shoulders. It
is four-lane interstate highway, rolling terrain in rural location, design period = 20 yr, axle loads and
expected repetitions are shown in table below, subbase-subgrade k = 100 lb/in³ and concrete modulus of
rupture 600 lb/in².
Axle load kips
30
Expected repetitions
Single axles
100
26
3000
22
10000
Tandem axles
54
2000
46
25000
38
9000
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