GENERAL
INFORMATION
Community and Airport
Background
The City of Pueblo is located in southern
Colorado, approximately forty miles south of Colorado Springs and 110 miles
south of Denver. Pueblo is at the junction of I-25, a major north-south
interstate stretching from Las Cruces, NM in the south, to Buffalo, Wyoming in
the north; and U.S. Highway 50, an east-west highway that runs from Dodge City,
Kansas at the eastern end, through the Rocky Mountains, across Utah and Nevada
and ending in Sacramento, California. Pueblo is also a busy railroad
junction, with tracks used by both Union Pacific and Burlington Northern Santa
Fe railroads. The location in respect to transportation infrastructure makes
Pueblo an ideal location for material moving and distribution companies.
According to the latest data available from the
Colorado State Office of Demography, the City of Pueblo, with a population of
104,291, was the seventh largest city in the state in 2003. According to the
data, the six larger cities in the state include Denver, Colorado Springs,
Aurora, Lakewood, Ft. Collins and Westminster, respectively.
The airport is located approximately five miles
northeast of the Central Business District of Pueblo and is used for commercial
passenger flights, charter, military, business, passenger service by based and
visiting aircraft, recreational and general aviation flight, and flight
training. Three flight schools are present on the airport and include fixed wing
and helicopter training
Federal Aviation Administration (FAA) and State of
Colorado (CDOT) grants are available for the airport to use for capital
improvement projects and some approved maintenance activities. In addition
to discretionary grants available for specific projects, the airport currently
receives a $150,000 annual entitlement grant from the FAA for use on approved
projects. The entitlement grant is part of a nationwide program and is
subject to reauthorization from U.S. Congress for each year.
The airport is owned by the City of Pueblo, and
resides on city-annexed land surrounded by unincorporated Pueblo County, making
land use controls a responsibility of both the City and the County. The
airport falls under the authority of the Public Works Department of the
City. The daily operations of the airport are presently managed by the
Airport Manager of Operations and Maintenance. The airport has a thirteen
member advisory board, comprised of members of the community who are tasked to
advise the airport and assist in economic development efforts.
A
study was undertaken by the Colorado Department of Transportation – Aeronautics
Division in 2003 to assess the economic impact of the State’s airports to their
communities. According to this study, the airport was responsible for 727
jobs with total wages of $19,103,000. The total annual economic activity
attributed to the airport, which includes direct, indirect and induced impacts,
totaled $45,683,000.
The airport currently owns approximately 2,308
acres of land for aeronautical purposes. The land resides on three
parcels, all of which are held in fee-simple title.
In addition to the airport property, the adjacent
airport industrial park consists of approximately 1,476 acres divided into 75
parcels.
Airport
Industrial Park

Immediately adjacent to the airport is a
major industrial park. The City originally held
the land for the park and sells or leases
parcels to perspective businesses. The industrial park is actively marketed
by PEDCO.
Existing buildings are available for immediate
occupation by new tenants, and build-to-suit properties exist as well. The
potential for further development of the industrial park could have a major
impact on the airport depending on the size and type of business.
*Pueblo Economic Development
Corporation (www.pedco.org
)
Runways
There are three runways in use at the airport. Runway 8L/26R has an
east-west configuration and is the primary commercial service runway. Runway
17/35 is a crosswind runway with a north-south configuration, and Runway 8R/26L
is a small runway on the edge of the apron in-front of the terminal intended
only for use by small aircraft. Runways 8L/26R and 17/35 are constructed
of asphalt with a porous friction course (PFC) overlay to improve surface
drainage and increase aircraft braking action. The Runway 8R/26L pavement
section includes a 3 to 4” asphalt overlay on 7” of Portland Cement Concrete
(PCC).
Airport Diagram

Source: Aircraft Owners
and Pilots Association (AOPA) ( www.aopa.org)
Runway 8L/26R is the
primary runway and is 10,496 feet long by 150 feet wide. The runway is
designed to accommodate aircraft weighing up to 75,000 lbs. with a single main
landing gear configuration (SWG); 170,000 lbs. for aircraft with dual-wheeled
main landing gear (DWG); and 250,000 lbs. for aircraft with dual-tandem main
landing gear (DTW). The runway is scheduled to be rehabilitated in year
2008.
The runway is lighted by High
Intensity Runway Lights (HIRL) and includes a Medium Intensity Approach Lighting
System with Runway Alignment Indicators (MALSR)
to the 8L end and Instrument Landing
Systems (ILS) to both runway ends.
Runway 17/35 is the crosswind runway and is also designed to
meet ARC C-III standards. The runway is 8,308 feet long and 150 feet wide.
Runway 17/35 is designed to accommodate aircraft weighing up to 93,000 SWG,
110,000 DWG and 170,000 DTW. The runway is a non-precision instrument
runway (GPS approaches) and is lighted with Medium Intensity Runway Lights
(MIRL).
Like Runway 8L/26R, Runway 17/35 is designed to meet ARC C-III
standards. As such, it should meet the same maximum longitudinal grade
requirements as the primary runway (1.5% max. and ≤ 0.8% for the first
25%). While it meets the 1.5% maximum criteria with a maximum grade of
1.2%, both ends of the runway exceed the 0.8% criteria and have grade in excess
of 1.0% for the first 25% of runway length. The effective gradient for the
runway is 0.9725%.
Runway 8R/26L is a parallel runway to 8L/26R intended for use during
visual flight conditions by small aircraft only. It is separated from the
primary runway by approximately 732 feet, which is slightly greater than the
minimum 700’ parallel runway separation requirements specified in AC
150-5300-13.
Runway 8R/26L is designed for aircraft weighing up to 20,000 lbs.
SWG. It is not lighted, and is intended for daylight use only under Visual
Meteorological Conditions (VMC). The runway has a maximum grade of .97%
and an effective gradient of 0.2995%.
By use of the mid-field apron as a taxiway, the airport has a full-length
taxiway for Runway 8L/26R and 8R/26L. Typical taxiway widths are 75 feet
wide with the exception of Taxiway J which is 150 feet wide and holding bays on
Taxiway K and B with widths of 275 feet. The taxiway is offset from the
primary runway at 500 feet at the closest point to 925 feet on the apron
taxiway. This separation at 500 feet meets design standards for approach
categories C&D group V aircraft. There are ten exit connector taxiways
from Runway 8L/26R. Runway 17/35 has a taxiway to its south end, but
aircraft departing to the south or landing to the north must “back taxi” on the
runway and turn-around at the north end at the Runway 17 threshold. There
is a taxiway stub on the north end to the west of the Runway 17 threshold that
is used for aircraft to remain clear of the runway after performing their “back
taxi” operation. There are also taxilanes used to access the individual
hangars located in the hangar areas.
The current apron area consists of the commercial apron in front of the
terminal building, a tie-down area west of the terminal primarily used by Flower
Aviation for transient aircraft and an apron east of the terminal area near
Silver State Aviation that is used by based aircraft, as well as transient
aircraft, which includes the U.S. Forest Service, Colorado Department of
Corrections and the U.S. Marshal Service.
Airport Meteorological
Information
The climate of the
Pueblo area can generally be described as hot and arid when compared to the
majority of the state. Mid-summer daily maximum temperatures are typically
in the 90’s, with frequent temperatures exceeding 100°F. The hottest month
is July, when the mean maximum temperature is 92.7°F. Even with the hot
average July temperatures, overnight temperatures fall to an average of
60.2°F.
A majority of the precipitation falls during the
growing season (April to September), with the highest average precipitation
occurring in August, with 2.08 inches. The lowest precipitation occurs during
the winter, with an average of 0.3 inches in February. As discussed,
winter precipitation is light, averaging only 30 inches of snow per year. The
heaviest snow month, on average, is March, with 6.0 inches of snow. The
fact that precipitation is light results in approximately 300 annual days of
sunshine per year. This is important to aircraft operators, who prefer
visual flight conditions over instrument conditions and the minimization of
delays that result from clear skies.
Based Aircraft
|
Year |
Single Engine |
Multi Engine |
Jet |
Helicopters |
Gliders |
Military |
Ultra Light |
Total |
|
1995 |
50 |
11 |
0 |
0 |
0 |
0 |
0 |
61 |
|
1996 |
44 |
7 |
1 |
0 |
0 |
0 |
0 |
52 |
|
1997 |
44 |
8 |
1 |
0 |
0 |
0 |
0 |
53 |
|
1998 |
42 |
8 |
3 |
1 |
1 |
0 |
0 |
55 |
|
1999 |
44 |
7 |
3 |
1 |
1 |
0 |
0 |
56 |
|
2000 |
42 |
8 |
3 |
1 |
1 |
0 |
0 |
55 |
|
2001 |
47 |
8 |
4 |
0 |
1 |
0 |
0 |
60 |
|
2002 |
47 |
8 |
4 |
0 |
1 |
0 |
0 |
60 |
|
2003 |
51 |
8 |
2 |
0 |
1 |
0 |
0 |
62 |
|
2004 |
54 |
9 |
6 |
0 |
1 |
0 |
0 |
70 |
|
2005 |
57 |
10 |
6 |
1 |
1 |
0 |
0 |
75 |
|
2006 |
71 |
13 |
6 |
6 |
1 |
0 |
0 |
97 |
| 2007 |
92 |
12 |
10 |
3 |
1 |
0 |
0 |
118 |
| 2008 |
112 |
13 |
9 |
0 |
1 |
0 |
0 |
135 |