Lake Ashton Community Development District
Pavement Assessment Report
August 12, 2024

Prepared by:

810 East Main Street Bartow, FL 33830
863-537-7901
garrett@raylengineering.com www.raylengineering.com

August 12, 2024

Lake Ashton Community Development District Attn: Brenda VanSickle, Chairman
4141 Ashton Club Drive Lake Wales, FL 33859

PROJECT NAME: Lake Ashton CDD Pavement Assessment
PROJECT #: 19-165

Dear Ms. VanSickle,

As directed by the Board of Supervisors, we have completed our assessment of the pavement located in the Lake Ashton CDD. It was also requested by the board that we note the previous repave years for each segment of roadway for the board's use. This information was obtained from documents provided to Rayl Engineering by the District Staff. The following report is a comprehensive summary of our findings for the Board’s use.

If you have any questions regarding this report, please contact me at your convenience. Thank you for the opportunity to be of service to the Lake Ashton CDD.

Sincerely,
Garrett Reed Posten

Digitally signed by Garrett Reed Posten
Date: 2024.08.16
11:00:13 -04'00'

This item has been digitally signed and sealed by Garrett R. Posten on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

PAVEMENT CONDITION INDEX REPORT

The Pavement Condition Index rates the condition of the surface of a road network. This assessment was completed during good weather conditions, while travelling on the roads at or below the posted speed limits. The PCI provides a numerical rating for the condition of road segments within the road network, where 0 is the worst possible score for condition and 100 is the best.

Each roadway segment started with a score of 100. Deductions were then calculated based upon an industry standard for evaluating deficiencies and flaws. The net score for each segment is the initial score less the sum of the deductions.

DATA ANALYSIS

PCI Score	# Roads / Segments	Percentage Roads / Segments	
0 – 19	0	0%	
20 – 39	1	2.94%	
40 – 59	14	41.18%	
60 – 79	14	41.18%	
80 – 100	5	14.70%	
Total	34	100%	

14.70% are ≥ 80 PCI	
82.35% are ≥ 50 PCI	
Mean = 63.75	
Median = 64.5	

RECOMMENDATIONS

Score	Action Recommendations	
0 – 19	Schedule on 5 year CIP program for rehabilitation	
20 – 39	To be placed on next update of 5 year CIP schedule	
40 – 59	Monitor for accelerated deterioration	
60 – 79	Monitor for continued deterioration	
80 – 100	No action required at this time	

PAVEMENT ASSESSMENT SUMMARIES

Roadway Segment	PCI Score	Previous Repave Year	
Turnberry (Berwick to Waterford)	37	2011	
Waterford Drive	41	2003	
McArthur Palms Drive	41	2005	
Dunmore (Mulligan to Ashton Club)	43	2013	
Ventana Lane	44.5	2006	
Dunmore (Litchfield N to Mulligan)	48	2011	
Stone Creek Loop	50	2006	
Litchfield Loop	50	2006	
Lake Ashton Blvd Inbound	51.5	2011	
Aberdeen Lane	52.5	2003	
Lake Ashton Boulevard Outbound	55.5	2011	
Grayhawk Drive	56.5	2006	
Heath Land Lane	57	2006	
Berwick Drive (Waterford to Thompson Nursery)	57	2003	
Turnberry (Waterford to Waterford)	58.5	2005	
Gullane Drive	62.5	2003	
Strathmore Drive	64.5	2011	
Roebelenii Drive	69.5	2005	
Blackmoore Lane	70	2006	
Murfield Loop	70	2016	
Dornoch Drive	70	2003	
Troon Lane	70.5	2003	
Ashton Club (Berwick to Ashton Palm)	70.5	2022	
Ashton Palms Drive	72.5	2016	
Coconut Drive	72.5	2005	
Dunmore (Ashton Club to Ashton Club)	73	2013	
Birkdale	74.5	2003	
Dunmore (LA II Boundary to Litchfield N)	75.5	2006	
Ashton Club Drive (Dunmore to Berwick)	77	2013	
Sable Loop Drive	80.5	2016	
Ashton Club Drive (N of Ashton Palms)	82.5	2016	
Limerick Drive	84	2016	
Tralee Drive	88	2003	
Berwick (Ashton Club to Waterford)	97	2022	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Turnberry Lane (Berwick to Waterford)
2001 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0			X					X			18.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0			X					X			18.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X					X				6.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5			X							X	4.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0				X						X	9.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0				X					X		8.0	
	Random	0.5											0.0	
	Total Deductions	63.0	
	PCI Score	37.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Waterford Drive 1,655 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0		X					X				12.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0	X					X					2.0	
	Wheel Track Rutting	3.0		X				X					9.0	
	Distortion	3.0		X					X				12.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5			X					X			9.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5		X				X					1.5	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0			X					X			6.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0		X					X				4.0	
	Random	0.5			X						X		3.5	
	Total Deductions	59.0	
	PCI Score	41.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
McArthur Palms Drive 812 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0		X					X				12.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0		X					X				12.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5			X					X			9.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0		X					X				8.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0											0.0	
		Alligator	3.0		X						X			15.0	
	Longitudinal - meander or mid-lane	1.0		X				X					3.0	
	Random	0.5											0.0	
	Total Deductions	59.0	
	PCI Score	41.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Dunmore Drive (Mulligan to Ashton Club)
1232 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0		X				X					9.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0		X					X				12.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5	X					X					3.0	
		Alligator	3.0			X						X		21.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0											0.0	
		Alligator	3.0		X					X				12.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5											0.0	
	Total Deductions	57.0	
	PCI Score	43.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Ventana Lane 766 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0		X					X				12.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0		X				X					9.0	
	Distortion	3.0		X					X				12.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X				X					4.5	
		Alligator	3.0		X					X				12.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0		X				X					3.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5			X					X			3.0	
	Total Deductions	55.5	
	PCI Score	44.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Dunmore Drive (Litchfield N to Mulligan)
1813 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0			X			X					12.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0			X				X				5.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X				X					4.5	
		Alligator	3.0		X				X					9.0	
	Centerline	Single and Multiple	0.5		X				X					1.5	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5	X					X					1.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0		X				X					3.0	
		Alligator	3.0		X				X					9.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5	X					X					1.0	
	Total Deductions	52.0	
	PCI Score	48.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Stone Creek Loop 2,359 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0			X				X				15.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0		X					X				12.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X					X				6.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5	X					X					1.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5		X					X				6.0	
	Transverse	Half, full and multiple	1.0		X				X					3.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0		X						X			5.0	
	Random	0.5			X			X					2.0	
	Total Deductions	50.0	
	PCI Score	50.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Litchfield Loop 1,791 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0			X				X				15.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0			X				X				15.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5			X				X				7.5	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5	X					X					1.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5			X			X					2.0	
		Alligator	1.5		X				X					4.5	
	Transverse	Half, full and multiple	1.0		X				X					3.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5			X			X					2.0	
	Total Deductions	50.0	
	PCI Score	50.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Lake Ashton Blvd Inbound 2,280 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0		X						X			15.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0	X					X					6.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5											0.0	
		Alligator	3.0		X							X		18.0	
	Centerline	Single and Multiple	0.5		X					X				2.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0											0.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5		X				X					1.5	
	Total Deductions	48.5	
	PCI Score	51.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Aberdeen Lane 1,325 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0		X					X				12.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0	X					X					6.0	
	Distortion	3.0			X				X				15.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X						X			7.5	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5	X					X					1.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0		X					X				4.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5			X			X					2.0	
	Total Deductions	47.5	
	PCI Score	52.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Lake Ashton Blvd Outbound 2,280 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0											0.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5											0.0	
		Alligator	3.0		X							X		18.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0		X						X			10.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0		X				X					3.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0		X						X			5.0	
	Random	0.5		X						X			2.5	
	Total Deductions	44.5	
	PCI Score	55.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Grayhawk Drive 667 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0		X						X			15.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0			X				X				15.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5	X							X			6.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5			X			X					2.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5		X				X					1.5	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0											0.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0		X					X				4.0	
	Random	0.5											0.0	
	Total Deductions	43.5	
	PCI Score	56.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Heath Land Lane 772 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0											0.0	
	Flushing	1.5		X						X			7.5	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0			X				X				15.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X				X					4.5	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5		X					X				2.0	
		Alligator	1.5		X					X				6.0	
	Transverse	Half, full and multiple	1.0		X					X				4.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0		X					X				4.0	
	Random	0.5											0.0	
	Total Deductions	43.0	
	PCI Score	57.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Berwick Drive (Waterford to Thompson Nursery)
556 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0		X					X				12.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5											0.0	
		Alligator	3.0		X				X					9.0	
	Centerline	Single and Multiple	0.5		X					X				2.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5		X				X					4.5	
	Transverse	Half, full and multiple	1.0	X					X					2.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0			X					X			6.0	
	Random	0.5		X				X					1.5	
	Total Deductions	43.0	
	PCI Score	57.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Turnberry Lane (Waterford to Waterford)
1284 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0		X						X			15.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0	X					X					6.0	
	Distortion	3.0		X				X					9.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X					X				6.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5			X				X				2.5	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0	X					X					2.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5		X									1.0	
	Total Deductions	41.5	
	PCI Score	58.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Gullane Drive 856 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0		X					X				12.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0		X				X					9.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X					X				6.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5			X			X					6.0	
	Transverse	Half, full and multiple	1.0		X				X					3.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5		X				X					1.5	
	Total Deductions	37.5	
	PCI Score	62.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Strathmore Drive 1,555 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0		X					X				12.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5	X					X					3.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5		X					X				2.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5	X					X					1.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0		X							X		6.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0		X					X				4.0	
	Random	0.5		X				X					1.5	
	Total Deductions	35.5	
	PCI Score	64.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Roebelenii Drive 395 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0											0.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0		X					X				4.0	
	Wheel Track Rutting	3.0		X				X					9.0	
	Distortion	3.0											0.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X				X					4.5	
		Alligator	3.0		X				X					9.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0		X				X					3.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5	X					X					1.0	
	Total Deductions	30.5	
	PCI Score	69.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Blackmoore Lane 547 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0		X						X			15.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5											0.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5			X			X					2.0	
		Alligator	1.5	X					X					3.0	
	Transverse	Half, full and multiple	1.0		X				X					3.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5	X					X					1.0	
	Total Deductions	30.0	
	PCI Score	70.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Murfield Loop 2,650 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0	X					X					6.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0		X				X					9.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5	X						X				4.5	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0		X				X					3.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5		X				X					1.5	
	Total Deductions	30.0	
	PCI Score	70.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Dornoch Drive 850 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0	X					X					6.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X					X				6.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0	X					X					4.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5	X					X					3.0	
	Transverse	Half, full and multiple	1.0	X					X					2.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0		X				X					3.0	
	Random	0.5											0.0	
	Total Deductions	30.0	
	PCI Score	70.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Troon Lane
407 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0		X					X				12.0	
	Flushing	1.5	X					X					3.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5	X						X				4.5	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5	X					X					1.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0		X				X					3.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5											0.0	
	Total Deductions	29.5	
	PCI Score	70.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Ashton Club Drive (Berwick to Ashton Palm)
1734 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0	X					X					6.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0		X				X					9.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X				X					4.5	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5	X					X					1.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5	X					X					3.0	
	Transverse	Half, full and multiple	1.0											0.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5											0.0	
	Total Deductions	29.5	
	PCI Score	70.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Ashton Palms Drive 1,307 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0											0.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0		X					X				12.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5	X					X					3.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5			X				X				2.5	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5			X			X					2.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0		X				X					3.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0		X				X					3.0	
	Random	0.5		X					X				2.0	
	Total Deductions	27.5	
	PCI Score	72.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Coconut Drive 370 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0	X					X					6.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X						X			7.5	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5	X					X					1.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5			X			X					2.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0		X						X			5.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5											0.0	
	Total Deductions	27.5	
	PCI Score	72.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Dunmore Drive (Ashton Club to Ashton Club)
2206 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0		X					X				12.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X				X					4.5	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0		X				X					3.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5		X				X					1.5	
	Total Deductions	27.0	
	PCI Score	73.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Birkdale Drive
1,085 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0	X					X					6.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0			X				X				15.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5											0.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0											0.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0		X				X					3.0	
	Random	0.5		X				X					1.5	
	Total Deductions	25.5	
	PCI Score	74.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Dunmore Drive (LA II Boundary to Litchfield N) 995 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0	X					X					6.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0	X					X					6.0	
	Distortion	3.0											0.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X				X					4.5	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5		X				X					1.5	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0	X					X					2.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0		X				X					3.0	
	Random	0.5		X				X					1.5	
	Total Deductions	24.5	
	PCI Score	75.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Ashton Club Drive (Dunmore
to Berwick)
1932 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0	X					X					6.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0	X					X					2.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5	X						X				4.5	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5	X						X				1.5	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0	X					X					2.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5	X					X					1.0	
	Total Deductions	23.0	
	PCI Score	77.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Sable Loop Drive 1,457 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0	X					X					6.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X				X					4.5	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0		X				X					3.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5											0.0	
	Total Deductions	19.5	
	PCI Score	80.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Ashton Club Drive (North of
Ashton Palms)
2050 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0	X					X					6.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0	X					X					6.0	
	Distortion	3.0											0.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5		X				X					4.5	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5	X					X					1.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0											0.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5											0.0	
	Total Deductions	17.5	
	PCI Score	82.5	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Limerick Drive 1,857 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0	X					X					6.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5											0.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5			X				X				2.5	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0											0.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5		X				X					1.5	
	Total Deductions	16.0	
	PCI Score	84.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Tralee Drive
980 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0	X					X					6.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0	X					X					6.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5											0.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5											0.0	
	Transverse	Half, full and multiple	1.0											0.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5											0.0	
	Total Deductions	12.0	
	PCI Score	88.0	

Roadway Segment		Severity of Distress (Si)	Density of Distress (Di)	Deductions	
Berwick Drive (Ashton Club to Waterford)
1620 Lineal Feet ±		Very Slight	Slight	Moderate	Severe	Very Severe	Few	Intermittent	Frequent	Extensive	Throughout		
							<10	10-20	20-40	40-80	>80		
Pavement	Wi	1	2	3	4	5	1	2	3	4	5		
Surface Defects	Raveling & loss of surface
aggregate	
3.0											0.0	
	Flushing	1.5											0.0	

Surface Deformations	Rippling and Shoving	1.0											0.0	
	Wheel Track Rutting	3.0											0.0	
	Distortion	3.0											0.0	
Cracking	Longitudinal Wheel Track	Single and Multiple	1.5											0.0	
		Alligator	3.0											0.0	
	Centerline	Single and Multiple	0.5											0.0	
		Alligator	2.0											0.0	
	Pavement Edge	Single and Multiple	0.5											0.0	
		Alligator	1.5	X					X					3.0	
	Transverse	Half, full and multiple	1.0											0.0	
		Alligator	3.0											0.0	
	Longitudinal - meander or mid-lane	1.0											0.0	
	Random	0.5											0.0	
	Total Deductions	3.0	
	PCI Score	97.0