The Fleming Innovation Center is nearing completion, and the engineers are preparing to create a road that will allow vehicular access to the building. The road will be 1000 ft long. It will have two lanes, each 12 ft wide. The roadway will be asphalt underlain by a base course of soil. The city design specifications require that the base course be 16 inches thick and compacted at 98% Standard Proctor. The compaction curve from the standard Proctor test was created earlier and is shown below. • What is the range of water contents that can be used to meet the specification? • What is the range of volume of water (in gallons) needed to build the access road? Pay careful attention to units. [1 ft³ = 7.48 gallons] Surface Course Base Course % 162³ 120 118 116 114 112 110 108 106 104 102 12 Modified 14 Standard Lean clay CL Zero air voids 16 18 20 Water content, w, % 22 24
The Fleming Innovation Center is nearing completion, and the engineers are preparing to create a road that will allow vehicular access to the building. The road will be 1000 ft long. It will have two lanes, each 12 ft wide. The roadway will be asphalt underlain by a base course of soil. The city design specifications require that the base course be 16 inches thick and compacted at 98% Standard Proctor. The compaction curve from the standard Proctor test was created earlier and is shown below. • What is the range of water contents that can be used to meet the specification? • What is the range of volume of water (in gallons) needed to build the access road? Pay careful attention to units. [1 ft³ = 7.48 gallons] Surface Course Base Course % 162³ 120 118 116 114 112 110 108 106 104 102 12 Modified 14 Standard Lean clay CL Zero air voids 16 18 20 Water content, w, % 22 24
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
Please show hand written work with commentary. I’m not only trying to know the answer I’d like to see the thought process.

Transcribed Image Text:.edu/courses/31801/quizzes/secured#lockdown
Average consolidation ratio, U. (%)
10
20
30-
40-
50
60
70-
80
90
100-
0.0
Surface Course
Base Course
0.1
0.2
0.3
% lb/h³
112
110
108
106
104
102
0.4
12
14
Standard
Lean clay CL
16
18
20
Water content, w, %
0.5
Time factor, T
-Zero air voids
0.6
22
0.7
24
0.8
0.9
1.0
![The Fleming Innovation Center is nearing completion, and the engineers are preparing to create a road
that will allow vehicular access to the building. The road will be 1000 ft long. It will have two lanes,
each 12 ft wide. The roadway will be asphalt underlain by a base course of soil. The city design
specifications require that the base course be 16 inches thick and compacted at 98% Standard
Proctor. The compaction curve from the standard Proctor test was created earlier and is shown below.
• What is the range of water contents that can be used to meet the specification?
• What is the range of volume of water (in gallons) needed to build the access road?
Pay careful attention to units. [1 ft³ = 7.48 gallons]
%)
0
10-
20
Surface Course
Base Course
#qut
120
118
116
114
112
110
108
106
104
102
12
Modified
14
Standard
Lean clay CL
Zero air voids
16
18
20
Water content, w, %
22
24](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F000815f0-84c8-4f4b-be5f-e80ebad381dd%2F74ebfedf-0f94-436c-abbe-4b766bf56232%2Fascv2f7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The Fleming Innovation Center is nearing completion, and the engineers are preparing to create a road
that will allow vehicular access to the building. The road will be 1000 ft long. It will have two lanes,
each 12 ft wide. The roadway will be asphalt underlain by a base course of soil. The city design
specifications require that the base course be 16 inches thick and compacted at 98% Standard
Proctor. The compaction curve from the standard Proctor test was created earlier and is shown below.
• What is the range of water contents that can be used to meet the specification?
• What is the range of volume of water (in gallons) needed to build the access road?
Pay careful attention to units. [1 ft³ = 7.48 gallons]
%)
0
10-
20
Surface Course
Base Course
#qut
120
118
116
114
112
110
108
106
104
102
12
Modified
14
Standard
Lean clay CL
Zero air voids
16
18
20
Water content, w, %
22
24
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