NeFSMA Pervious Concrete Case Studies (online version)
Presented to Nebraska Floodplain and Stormwater Managers Association, June 2011. Three Case studies of Pervious concrete placements predicting in place void content.
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Pervious Concrete
Trust the Curve
Public Perception
F/T Durable
Strength
3 Different Projects
3 Different Producers
3 Different Installers
MCC Omaha, NE
Clogging
Concrete International
Uniformity
ASTM 1688
a+ Installation
ASTM 1701
Voids (%)
Unit Weight
ACI 318
-4500 psi
-0.45 w/c
-6% air
Prvs Conc.
-2500 psi
-0.30-.35 w/c
-15-25% air
f'c
=
Thickness is increased
to compensate for flexural
strength.....
We can give you 4000 psi....
but it won't drain...
"Meatball vs Modern"
Data Collection
Void Content:
21.6% + 13.8% + 15.8%
+ 18.9% + 13.4%
}
{
5 samples
Avg. = 16.8%
Infiltration:
1319 + 2016 + 387
+ 62 + 538 + 138
}
{
6 samples
Avg. = 743 in/hr
UNL Parking Garage
Lincoln, NE
More Data Collecting...
36 ft
Header Curb
"NO CONSTRUCTION
JOINTS"
Lots of Runoff from
Impermeable Surfaces
Saw Cut
ASTM 1688
Quick Update
ASTM 1701
Case Studies
Sarpy County
Sheriff
"trust the curve"
More Data...
Results....
Void Content:
No. 1 24.6%
No. 2 25.7%
No. 3 27.2%
AVG: 25.8%
Infiltration:
No. 1 105 in/hr
No. 2 330 in/hr
No. 3 440 in/hr
AVG: 250 in/hr
Overview
You are my
"Density"
Shout out!
Jereme Montgomery
Nebraska Concrete &
Aggregates Association
Thank you...Questions?More presentations by Jereme Montgomery
NCPA 2009 CONCRETE PAVEMENT AWARDS
Jereme Montgomery on
Concrete Paving Projects throughout the State of Nebraska 2009. Awards recognized in Jan, 2010 at the Nebraska Concrete Paving Associations Annual Workshop.