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CITY OF PUEBLO HOME PAGE

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.

Land

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%.

Taxiways and Aprons

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

 

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