12) Suppose that the following mix design was obtaincd at the lab before making any field adjustments for aggregate moisture content: Cement 307.4 Fly ash Water Coarse ageregate (SSD) 1019.7 Fine aggregate (SSD) 43.5 193 781.1 Further suppose that the aggregates have the following properties: (by mass Coarse ageregate Fine aggregate Absorption Capacity 0.5% 0.9% Moisture Content 03% 1135 a) Determine the moisture state of the coane and fine aggregates. (ie wet, SSD, or air dry) b) Cakulate the field mix design weights (show your caleulations): Field Cement Fly ash Water Coarse aggregate (SSD) Fine aggregate (SSD)
12) Suppose that the following mix design was obtaincd at the lab before making any field adjustments for aggregate moisture content: Cement 307.4 Fly ash Water Coarse ageregate (SSD) 1019.7 Fine aggregate (SSD) 43.5 193 781.1 Further suppose that the aggregates have the following properties: (by mass Coarse ageregate Fine aggregate Absorption Capacity 0.5% 0.9% Moisture Content 03% 1135 a) Determine the moisture state of the coane and fine aggregates. (ie wet, SSD, or air dry) b) Cakulate the field mix design weights (show your caleulations): Field Cement Fly ash Water Coarse aggregate (SSD) Fine aggregate (SSD)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![12) Suppose that the following mix design was obtaincd at the lab before making any
field adjustments for aggregate moisture content:
Cement
307.4
Fly ash
Water
Coarse ageregate (SSD) 1019.7
Fine aggregate (SSD)
43.5
193
781.1
Further suppose that the aggregates have the following properties:
(by mass
Coarse ageregate
Fine aggregate
Absorption Capacity
0.5%
0.9%
Moisture Content
03%
1135
a) Determine the moisture state of the coane and fine aggregates. (ie wet, SSD, or air dry)
b) Cakulate the field mix design weights (show your caleulations):
Field
Cement
Fly ash
Water
Coarse aggregate
(SSD)
Fine aggregate (SSD)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd45e240e-a85a-47cc-88f3-267d732dcb75%2F6d07f381-d796-4265-8c59-22d51d976c97%2F9objiel.jpeg&w=3840&q=75)
Transcribed Image Text:12) Suppose that the following mix design was obtaincd at the lab before making any
field adjustments for aggregate moisture content:
Cement
307.4
Fly ash
Water
Coarse ageregate (SSD) 1019.7
Fine aggregate (SSD)
43.5
193
781.1
Further suppose that the aggregates have the following properties:
(by mass
Coarse ageregate
Fine aggregate
Absorption Capacity
0.5%
0.9%
Moisture Content
03%
1135
a) Determine the moisture state of the coane and fine aggregates. (ie wet, SSD, or air dry)
b) Cakulate the field mix design weights (show your caleulations):
Field
Cement
Fly ash
Water
Coarse aggregate
(SSD)
Fine aggregate (SSD)
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