highway maintenance performance measurement annual report september 2004

82
0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000 C alendarYear Deer Killed 3,629 3,491 3,675 3,698 4,350 4,740 5,641 6,389 6,180 6,334 6,664 8,453 8,061 8,913 NA 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% Percent Passing $0 $650,000 $1,300,000 $1,950,000 $2,600,000 $3,250,000 $3,900,000 $4,550,000 $5,200,000 $5,850,000 $6,500,000 ProjectedCost toreachReallocationThresholds Threshold 70% 55% 60% 90% 75% 70% 75% 80% 80% State Av 75% 44% 60% 96% 75% 55% 65% 80% 89% RepairCost $782,650 $2,418,056 $198,774 $60,877 $1,543,654 $6,334,243 $538,332 $3,338,439 $0 PCC cracks/joints ACC trnsvrs/rndm cracks ACC lngtdnl cracks PCC surface cond. ACC surface cond. Culverts Drains Obstructed Ditches Erosion/Slides Highway Maintenance Performance Measurement Annual Report September 2004 20 25 30 35 40 45 50 55 60 65 70 75 2/14 N oon 2:00 P M 4:00 P M 6:00 P M 8:00 P M 10:00 P M Midnight 2:00 A M 4:00 A M 6:00 A M 8:00 A M 10:00 A M 2/15 N oon 2:00 P M 4:00 P M 6:00 P M 8:00 P M 10:00 P M Midnight 2:00 A M 4:00 A M 6:00 A M 8:00 A M 10:00 A M 2/16 N oon Time A verage M PH Shelby Atlantic W aukee AltoonaW B Altoona EB Ankeny Williamsburg LeClaire 45 50 55 60 65 70 75 80 85 90 95 100 Fiscal Years Index High District 87 78 75 79 Low District 75 69 71 70 State Average 80 74 73 75 FY01 FY02 FY03 FY04 0 45 90 135 180 225 270 315 360 405 450 D istrictA D istrictB D istrictC D istrictD DistrictE D istrictF $0 $9 $18 $27 $36 $45 $54 $63 $72 $81 $90 Paint& Bead C ostperM Y ellow av m cd W hite av m cd Cost/m ile

Upload: cheryl

Post on 20-Mar-2016

42 views

Category:

Documents


1 download

DESCRIPTION

Highway Maintenance Performance Measurement Annual Report September 2004. Annual Report Contents. Executive Summary pages 3 - 19 Performance Measurement Index - PowerPoint PPT Presentation

TRANSCRIPT

Page 1: Highway Maintenance Performance Measurement Annual Report September 2004

0

1,000

2,000

3,000

4,000

5,000

6,000

7,000

8,000

9,000

10,000

Calendar Year

Dee

r Kille

d on

Prim

ary

Hig

hway

s

Deer Killed 3,629 3,491 3,675 3,698 4,350 4,740 5,641 6,389 6,180 6,334 6,664 8,453 8,061 8,913 NA

1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Perc

ent P

assin

g

$0

$650,000

$1,300,000

$1,950,000

$2,600,000

$3,250,000

$3,900,000

$4,550,000

$5,200,000

$5,850,000

$6,500,000

Proj

ecte

d C

ost t

o re

ach

Rea

lloca

tion

Thre

shol

ds

Threshold 70% 55% 60% 90% 75% 70% 75% 80% 80%

State Av 75% 44% 60% 96% 75% 55% 65% 80% 89%

Repair Cost $782,650 $2,418,056 $198,774 $60,877 $1,543,654 $6,334,243 $538,332 $3,338,439 $0

PCC cracks/joints

ACC trnsvrs/rndm

cracks

ACC lngtdnl cracks

PCC surface cond.

ACC surface cond. Culverts Drains

Obstructed Ditches Erosion/Slides

Highway Maintenance Performance MeasurementAnnual Report

September 2004

20

25

30

35

40

45

50

55

60

65

70

75

2/14

Noo

n

2:00

PM

4:00

PM

6:00

PM

8:00

PM

10:0

0 P

M

Mid

nigh

t

2:00

AM

4:00

AM

6:00

AM

8:00

AM

10:0

0 A

M

2/15

Noo

n

2:00

PM

4:00

PM

6:00

PM

8:00

PM

10:0

0 P

M

Mid

nigh

t

2:00

AM

4:00

AM

6:00

AM

8:00

AM

10:0

0 A

M

2/16

Noo

n

Time

Ave

rage

MP

H

Shelby Atlantic Waukee Altoona WB Altoona EB Ankeny Williamsburg LeClaire

45

50

55

60

65

70

75

80

85

90

95

100

Fiscal Years

Inde

x

High District 87 78 75 79

Low District 75 69 71 70

State Average 80 74 73 75

FY01 FY02 FY03 FY04

0

45

90

135

180

225

270

315

360

405

450

District A District B District C District D District E District F$0

$9

$18

$27

$36

$45

$54

$63

$72

$81

$90

Pain

t & B

ead

Cos

t per

Mile

Yellow av mcd White av mcd Cost/mile

Page 2: Highway Maintenance Performance Measurement Annual Report September 2004

2

Annual Report Contents Executive Summary pages 3 -

19 Performance Measurement Index Reallocation Thresholds, FY 04 State Average Performance & Repair Costs to

Bring All Districts up to the Reallocation Thresholds

Comparisons of Measures for Four Fiscal Years pages 20 - 57 Safety Motorist Services Preservation

Review of the Start of Calendar Year 2004 Paint Striping pages 59 - 65

Automated Performance Measures for Snow & Ice Results pages 66 - 76

Dead Deer Removal Report for Government Oversight Committee pages 77 - 82

Page 3: Highway Maintenance Performance Measurement Annual Report September 2004

3

Executive Summary Performance Measurement Index pages 4 - 15

1. Composite Index2. Road Surface Index3. Shoulder Index4. Roadside/Drainage Index5. Traffic Services Index

Reallocation Thresholds, FY 04 State Average Performance pages 16 - 19

& Repair Costs to Bring All Districts up to the Reallocation Thresholds1. Safety2. Services3. Preservation

Page 4: Highway Maintenance Performance Measurement Annual Report September 2004

4

Performance Measurement IndexThe Performance Measurement Index, formerly referred to as weighted scores, utilizes weighting factors to produce yield a possible score of 100 for a composite score and for each of the four categories: Road Surface, Shoulders, Roadside/Drainage and Traffic Services.

Safety elements assigned a weight of 5 for the percent passing include:Pavement Potholes/Spalls & Ruts;Shoulder Drop-off/Build-up;Signs & Delineator/Hazard Markers Missing or Damaged;Pavement Markings;Guard Rail;Trees in the Clear Zone or Interfering with Roadside Safety Features.

Motorist Services elements assigned a weight of 3 for the percent passing include:Pavement Bumps & Depressions;Signs & Delineator/Hazard Markers Height & Vertical;Culvert & Station Markers Missing/Damaged Height/Vertical;Noxious Weeds & Mowing;Dead Animals or Litter Visible from the Roadway.

Preservation elements assigned a weight of 1 for the percent passing include:Pavement Cracks/Joints & Surface Condition;Culverts & Drains Damaged or Obstructed;Obstructed Water Flow in Ditches & Erosion/Slides.

Page 5: Highway Maintenance Performance Measurement Annual Report September 2004

5

Performance Measurement Index Fiscal Year 2001 through 2004

Question: What are the statewide trends and variations for the

status of the system for the last four fiscal years?

Data:1. The Composite, Road Surface, Shoulder State Average Indices show a mild

trend downward from the FY 2001 baseline for FY 2002 - 2003 with a mild increase for FY 2004. There is moderate variation among the Districts.

2. The Roadside State Average Index also shows a mild trend downward from the FY 2001 baseline for FY 2002 - 2003 with a mild increase for FY 2004. There is fairly substantial variation among the Districts, with a mean variation of 15 points for the four fiscal years.

3. The Traffic Services State Average Index shows a drop of 19 points from the FY 2001 baseline to FY 2002 and then stabilizing for the last two fiscal years. The mean variation of 22 points among the Districts is substantial.

Page 6: Highway Maintenance Performance Measurement Annual Report September 2004

6

Performance Measurement IndexComposite Index

45

50

55

60

65

70

75

80

85

90

95

100

Fiscal Years

Inde

x

High District 87 78 75 79

Low District 75 69 71 70

State Average 80 74 73 75

FY01 FY02 FY03 FY04

Page 7: Highway Maintenance Performance Measurement Annual Report September 2004

7

Performance Measurement IndexComposite Index

45

50

55

60

65

70

75

80

85

90

95

100

Fiscal Years

Inde

x

District 1 81 71 71 79

District 2 87 80 75 71

District 3 75 69 71 70

District 4 75 70 72 73

District 5 82 78 73 77

District 6 81 75 73 76

FY01 FY02 FY03 FY04

Page 8: Highway Maintenance Performance Measurement Annual Report September 2004

8

Performance Measurement IndexRoad Surface Index

45

50

55

60

65

70

75

80

85

90

95

100

Fiscal Years

Inde

x

High District 92 89 86 88

Low District 82 75 74 79

State Average 86 83 83 84

FY01 FY02 FY03 FY04

Page 9: Highway Maintenance Performance Measurement Annual Report September 2004

9

Performance Measurement IndexRoad Surface Index

45

50

55

60

65

70

75

80

85

90

95

100

Fiscal Years

Inde

x

District 1 83 75 74 83

District 2 92 89 85 85

District 3 82 79 82 79

District 4 85 85 83 83

District 5 90 86 86 88

District 6 85 83 83 83

FY01 FY02 FY03 FY04

Page 10: Highway Maintenance Performance Measurement Annual Report September 2004

10

Performance Measurement IndexShoulder Index

45

50

55

60

65

70

75

80

85

90

95

100

Fiscal Years

Inde

x

High District 82 81 82 82

Low District 74 69 69 74

State Average 79 76 74 77

FY01 FY02 FY03 FY04

Page 11: Highway Maintenance Performance Measurement Annual Report September 2004

11

Performance Measurement IndexShoulder Index

45

50

55

60

65

70

75

80

85

90

95

100

Fiscal Years

Inde

x

District 1 80 69 70 76

District 2 82 81 82 82

District 3 74 76 75 77

District 4 75 76 74 76

District 5 79 79 69 74

District 6 81 80 80 82

FY01 FY02 FY03 FY04

Page 12: Highway Maintenance Performance Measurement Annual Report September 2004

12

Performance Measurement IndexRoadside/Drainage Index

45

50

55

60

65

70

75

80

85

90

95

100

Fiscal Years

Inde

x

High District 89 81 75 76

Low District 68 68 66 61

State Average 80 77 71 73

FY01 FY02 FY03 FY04

Page 13: Highway Maintenance Performance Measurement Annual Report September 2004

13

Performance Measurement IndexRoadside/Drainage Index

45

50

55

60

65

70

75

80

85

90

95

100

Fiscal Years

Inde

x

District 1 78 68 66 76

District 2 89 81 66 61

District 3 78 75 74 75

District 4 68 70 66 75

District 5 83 79 70 70

District 6 86 80 75 76

FY01 FY02 FY03 FY04

Page 14: Highway Maintenance Performance Measurement Annual Report September 2004

14

Performance Measurement IndexTraffic Services Index

45

50

55

60

65

70

75

80

85

90

95

100

Fiscal Years

Inde

x

High District 84 71 69 80

Low District 65 48 53 52

State Average 75 60 63 63

FY01 FY02 FY03 FY04

Page 15: Highway Maintenance Performance Measurement Annual Report September 2004

15

Performance Measurement IndexTraffic Services Index

45

50

55

60

65

70

75

80

85

90

95

100

Fiscal Years

Inde

x

District 1 84 71 69 80

District 2 83 70 63 53

District 3 65 49 53 52

District 4 70 48 63 60

District 5 77 67 64 71

District 6 72 59 57 61

FY01 FY02 FY03 FY04

Page 16: Highway Maintenance Performance Measurement Annual Report September 2004

16

Reallocation Thresholds, FY 2004 State Average Performance& Projected Repair Costs

Selected Performance Measurement Elements are Arranged by: Safety Motorist Services Preservation

Repair costs may be projected when the state average is above the Reallocation Threshold if some Districts are below the Threshold

Paths to Additional Information on DOTNET:1. Background on Reallocation Thresholds: DOTNET Highway Statewide Operations

Maintenance Performance Measurement Process What is a Reallocation Threshold

2. Reallocation Threshold Values: DOTNET Highway Statewide Operations Maintenance Performance Measurement Process Reallocation Threshold Values

3. Calculations for Projected Repair Costs: DOTNET Highway Statewide Operations Maintenance Performance Measurement Results Cost to Fix Data

Measured Elements that are not included in this report: Paved Shoulder: Potholes/Spalls, Faulting/Rolldown, Cracks/Joints, Bumps/Depressions, Surface Condition Unpaved Shoulder: Cross-slope, Surface Condition Cable Guardrail, Concrete Barrier Walls, Illumination

Page 17: Highway Maintenance Performance Measurement Annual Report September 2004

17

SAFETYReallocation Thresholds, FY 04 State Average Performance

& Repair Costs to Bring All Districts up to the Reallocation Thresholds

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Costs may be projected when the state average is above the reallocation threshold if some districts are below the threshold

Perc

ent P

assin

g

$0

$650,000

$1,300,000

$1,950,000

$2,600,000

$3,250,000

$3,900,000

$4,550,000

$5,200,000

$5,850,000

$6,500,000

proj

ecte

d C

osts

to re

ach

Rea

lloca

tion

Thre

shol

ds

Threshold 75% 65% 90% 90% 80% 90% 80% 80% 80% 95%

State Av 60% 29% 70% 88% 82% 95% 67% 82% 74% 98%

Repair Cost $292,303 $2,079,701 $1,125,303 $181,654 $452,788 $143,555 $1,603,984 $515,060 $159,856 $0

Paint Stripes Guardrail PCC SpallsACC

PotholesACC Ruts

Pvd Shldr drpoff/bldup

Unpvd Shlr drpoff/bldup

Signs msng/dmgd

Dlntr/hzrd mkrs

msng/dmgd

Trees in Clr Zone

Page 18: Highway Maintenance Performance Measurement Annual Report September 2004

18

MOTORIST SERVICES Reallocation Thresholds, FY 04 State Average Performance

& Repair Costs to Bring All Districts up to the Reallocation Thresholds

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Costs may be projected when the state average is above the reallocation threshold if some districts are below the threshold

Perc

ent P

assin

g

$0

$650,000

$1,300,000

$1,950,000

$2,600,000

$3,250,000

$3,900,000

$4,550,000

$5,200,000

$5,850,000

$6,500,000

Proj

ecte

d C

osts

to re

ach

Rea

lloca

tion

Thre

shol

ds

Threshold 90% 90% 90% 90% 65% 65% 65% 65% 70% 85% 65% 90%

State Av 97% 93% 97% 92% 49% 74% 59% 47% 54% 91% 45% 94%

Repair Cost $0 $22,157 $0 $91,422 $633,872 $670,151 $2,308 $943,713 $279,545 $633 $238,745 $0

PCC bmps/dprs

ns

ACC bmps/dprs

ns

PCC Faulting

ACC Rolldown

Sign ht/vrtcl

Dlnatrs/hzrd mrkrs ht/vtcl

Clvrt/statn mrkrs

mssng/dm

Clvrt/statn mrkrs ht/vtcl

Noxs weeds

Mowing LitterDead

Animals

Page 19: Highway Maintenance Performance Measurement Annual Report September 2004

19

PRESERVATIONReallocation Thresholds, FY 04 State Average Performance

& Repair Costs to Bring All Districts up to the Reallocation Thresholds

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Costs may be projected when the state average is above the reallocation threshold if some districts are below the threshold

Perc

ent P

assin

g

$0

$650,000

$1,300,000

$1,950,000

$2,600,000

$3,250,000

$3,900,000

$4,550,000

$5,200,000

$5,850,000

$6,500,000

Proj

ecte

d C

ost t

o re

ach

Rea

lloca

tion

Thre

shol

ds

Threshold 70% 55% 60% 90% 75% 70% 75% 80% 80%

State Av 75% 44% 60% 96% 75% 55% 65% 80% 89%

Repair Cost $782,650 $2,418,056 $198,774 $60,877 $1,543,654 $6,334,243 $538,332 $3,338,439 $0

PCC cracks/joints

ACC trnsvrs/rndm

cracks

ACC lngtdnl cracks

PCC surface cond.

ACC surface cond.

Culverts DrainsObstructed

DitchesErosion/Slides

Page 20: Highway Maintenance Performance Measurement Annual Report September 2004

20

Comparison of Measures for Four Fiscal Years Measurements of Percent Passing are shown for all of the Fiscal Years of the

program: Fiscal Year Calendar Year Survey Cycles1. 2001 Summer 2000, Fall 2000, & Spring 20012. 2002 Summer 2001, Fall 2001, & Spring 20023. 2003 Summer 2002, Fall 2002, & Spring 20034. 2004 Summer 2003, Fall 2003, & Spring 2004

The same Elements from the previous section are arranged by Safety, Motorist Services & Preservation

Each graph shows for each Fiscal Year the State Average with the Scores for the Districts with the Highest Average & Lowest Average

Each graph indicates the Reallocation Threshold & Mean Sample Size for that Element per Fiscal Year

Paths to Additional Information on DOTNET: Element Definitions & Measurement Methodology: DOTNET Highway Statewide

Operations Maintenance Performance Measurement Process Printable Performance Measurement Manual

Data from individual Survey Cycles: DOTNET Highway Statewide Operations Maintenance Performance Measurement Results Tabulated & Graphed Data Percent Passing

Page 21: Highway Maintenance Performance Measurement Annual Report September 2004

21

Comparisons of Measures for Four Fiscal Years Safety pages 23 - 36

1. Pavement Markings2. Beam Guardrail 3. PCC Potholes/Spalls4. ACC Potholes5. ACC Wheel Ruts6. Paved Shoulder Drop-off or Build-up7. Unpaved Shoulder Drop-off or Build-up8. Signs Missing or Damaged9. Delineators & Hazard Markers Missing or Damaged10. Trees in Clear Zone or Interfering with Roadside Safety Features

Motorist Services pages 37 - 481. PCC Bumps or Depressions2. ACC Bumps or Depressions3. PCC Faulting4. ACC Rolldown5. Sign Height & Vertical6. Delineators & Hazard Markers Height & Vertical7. Culvert & Station Markers Missing or Damaged8. Culvert & Station Markers Height & Vertical9. Noxious Weeds10. Mowing11. Litter Visible from Roadway12. Dead Animals Visible from Roadway

Page 22: Highway Maintenance Performance Measurement Annual Report September 2004

22

Comparisons of Measures for Four Fiscal Years [continued] Preservation pages 49 - 57

1. PCC Pavement Cracks & Joints2. ACC Pavement Transverse & Random Cracks3. ACC Pavement Longitudinal Cracks4. PCC Surface Condition5. ACC Surface Condition6. Culverts Damaged or Obstructed7. Drains Damaged or Obstructed8. Obstructed Water Flow in Ditches9. Slope Erosion & Slides

Page 23: Highway Maintenance Performance Measurement Annual Report September 2004

23

Comparisons of Measures for Four Fiscal Years

Questions:1. Are comparisons of amounts passing [counts, linear feet, square feet] better

indicators of condition for some performance measurement elements than the current standard measure of sample sites passed?

2. How much of guardrail defects are due to height?

Discussion: In some District meetings in late 2003, there was discussion of whether some elements, such as pavement markings

and guardrail, would have their condition portrayed more accurately by the percentage of linear feet passing instead of the percentage of sample sites passing. In general, percentage of sites passing are used to describe system status and amounts passing are used to calculate projected repair costs.

Data: 1. The next four pages compare the two different approaches for pavement markings and beam guardrail.2. Whichever approach is used, height is the prevalent defect, based on the

last 4 survey cycles.

Page 24: Highway Maintenance Performance Measurement Annual Report September 2004

24

SAFETYPavement Markings by Sample Sites

reallocation threshold = 75% mean sample per fiscal year = 5,144 sites

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 85% 44% 58% 75%

Low District 38% 13% 11% 32%

State Average 70% 31% 46% 60%

FY 01 FY 02 FY 03 FY 04

Page 25: Highway Maintenance Performance Measurement Annual Report September 2004

25

SAFETYPavement Markings by Linear Feet of Paint Striping

reallocation threshold = 75% mean sample per fiscal year = 5,903,499 linear feet

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Year 01 is for Spring Cycle Only

Per

cent

Pas

sing

High District 83% 73% 82% 92%

Low District 53% 35% 68% 76%

State Average 65% 54% 75% 83%

FY01 FY02 FY03 FY04

Page 26: Highway Maintenance Performance Measurement Annual Report September 2004

26

SAFETYBeam Guardrail by Sample Sites

reallocation threshold = 65% mean sample per fiscal year = 294 sites

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 69% 54% 58% 72%

Low District 28% 17% 12% 6%

State Average 46% 31% 26% 29%

FY01 FY02 FY03 FY04

Page 27: Highway Maintenance Performance Measurement Annual Report September 2004

27

SAFETYBeam Guardrail by Linear Feet of Guardrail

reallocation threshold = 65% mean sample per fiscal year = 63,867 linear feet

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Year 01 is for Spring Cycle Only

Per

cent

Pas

sing

High District 98% 91% 94% 97%

Low District 52% 36% 57% 55%

State Average 73% 65% 71% 76%

FY01 FY02 FY03 FY04

Page 28: Highway Maintenance Performance Measurement Annual Report September 2004

28

Comparison of Beam Guardrail Percent Passing for Height & Damage Measured by Site & Linear Feet

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Calendar Year Survey Seasons

Per

cent

Pas

sing

Damage pass % length 94% 94% 92% 98%

Height pass % length 72% 76% 84% 85%

Damage pass % site 67% 58% 65% 75%

Height pass % site 33% 35% 44% 54%

Spring 03 Summer 03 Fall 03 Spring 04

Page 29: Highway Maintenance Performance Measurement Annual Report September 2004

29

SAFETYPCC Potholes/Spalls

reallocation threshold = 90% mean sample per fiscal year = 1,773

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 94% 92% 86% 86%

Low District 48% 41% 51% 50%

State Average 75% 71% 68% 70%

FY01 FY02 FY03 FY04

Page 30: Highway Maintenance Performance Measurement Annual Report September 2004

30

SAFETYACC Potholes

reallocation threshold = 90% mean sample per fiscal year = 3,556

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 97% 94% 95% 92%

Low District 88% 79% 80% 82%

State Average 93% 90% 87% 88%

FY01 FY02 FY03 FY04

Page 31: Highway Maintenance Performance Measurement Annual Report September 2004

31

SAFETYACC Wheel Ruts

reallocation threshold = 80% mean sample per fiscal year = 3,556

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 87% 84% 85% 92%

Low District 76% 76% 65% 75%

State Average 84% 78% 80% 82%

FY01 FY02 FY03 FY04

Page 32: Highway Maintenance Performance Measurement Annual Report September 2004

32

SAFETYPaved Shoulder Drop-off/Build-up

reallocation threshold = 90% mean sample per fiscal year = 1,127

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 100% 100% 99% 99%

Low District 96% 81% 85% 84%

State Average 98% 94% 95% 95%

FY01 FY02 FY03 FY04

Page 33: Highway Maintenance Performance Measurement Annual Report September 2004

33

SAFETYUnpaved Shoulder Drop-off/Build-up

reallocation threshold = 80% mean sample per fiscal year = 4,021

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 80% 80% 78% 85%

Low District 52% 44% 59% 55%

State Average 68% 68% 66% 67%

FY01 FY02 FY03 FY04

Page 34: Highway Maintenance Performance Measurement Annual Report September 2004

34

SAFETYSigns Missing or Damaged

reallocation threshold = 80% mean sample per fiscal year = 3,051

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 79% 91% 90% 93%

Low District 52% 58% 62% 63%

State Average 67% 79% 81% 82%

FY01 FY02 FY03 FY04

Page 35: Highway Maintenance Performance Measurement Annual Report September 2004

35

SAFETYDelineators & Hazard Markers Missing or Damaged

reallocation threshold = 80% mean sample per fiscal year = 1,867

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 85% 84% 84% 82%

Low District 45% 68% 63% 65%

State Average 64% 78% 71% 74%

FY01 FY02 FY03 FY04

Page 36: Highway Maintenance Performance Measurement Annual Report September 2004

36

SAFETYTrees/Shrubs in Clear Zone or Interfering with Roadside Safety Features

reallocation threshold = 95% mean sample per fiscal year = 4,991

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 99% 98% 99% 100%

Low District 86% 90% 91% 95%

State Average 95% 96% 96% 98%

FY01 FY02 FY03 FY04

Page 37: Highway Maintenance Performance Measurement Annual Report September 2004

37

SERVICES PCC Pavement Bumps/Depressions

reallocation threshold = 90% mean sample per cycle = 1,745

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 98% 95% 99% 99%

Low District 87% 90% 81% 91%

State Average 94% 91% 91% 97%

FY01 FY02 FY03 FY04

Page 38: Highway Maintenance Performance Measurement Annual Report September 2004

38

SERVICES ACC Pavement Bumps/Depressions

reallocation threshold = 90% mean sample per cycle = 3,536

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 98% 95% 97% 98%

Low District 82% 69% 76% 85%

State Average 91% 85% 89% 93%

FY01 FY02 FY03 FY04

Page 39: Highway Maintenance Performance Measurement Annual Report September 2004

39

SERVICES PCC Faulting

reallocation threshold = 90% mean sample per cycle = 1,743

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 100% 98% 100% 100%

Low District 88% 92% 94% 92%

State Average 96% 96% 98% 97%

FY01 FY02 FY03 FY04

Page 40: Highway Maintenance Performance Measurement Annual Report September 2004

40

SERVICES ACC Rolldown

reallocation threshold = 90% mean sample per cycle = 3,533

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 98% 98% 96% 99%

Low District 69% 70% 61% 86%

State Average 90% 91% 90% 92%

FY01 FY02 FY03 FY04

Page 41: Highway Maintenance Performance Measurement Annual Report September 2004

41

SERVICES Sign Height & Vertical

reallocation threshold = 65% mean sample per cycle = 3,051

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 75% 69% 61% 64%

Low District 42% 38% 38% 43%

State Average 58% 54% 47% 49%

FY01 FY02 FY03 FY04

Page 42: Highway Maintenance Performance Measurement Annual Report September 2004

42

SERVICES Delineators & Hazard Markers Height & Vertical

reallocation threshold = 65% mean sample per cycle = 1,862

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 80% 84% 84% 82%

Low District 26% 68% 63% 65%

State Average 56% 78% 71% 74%

FY01 FY02 FY03 FY04

Page 43: Highway Maintenance Performance Measurement Annual Report September 2004

43

SERVICES Culvert & Station Markers Missing or Damaged

reallocation threshold = 65% mean sample per cycle = 4,692

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 92% 78% 64% 68%

Low District 54% 52% 51% 50%

State Average 67% 63% 56% 59%

FY01 FY02 FY03 FY04

Page 44: Highway Maintenance Performance Measurement Annual Report September 2004

44

SERVICES Culvert & Station Markers Height & Vertical

reallocation threshold = 65% mean sample per cycle = 4,692

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 89% 75% 66% 60%

Low District 38% 28% 32% 33%

State Average 63% 50% 45% 47%

FY01 FY02 FY03 FY04

Page 45: Highway Maintenance Performance Measurement Annual Report September 2004

45

SERVICES Noxious Weeds

reallocation threshold = 70% mean sample per cycle = 4,964

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 86% 71% 57% 65%

Low District 55% 54% 36% 27%

State Average 73% 64% 47% 54%

FY01 FY02 FY03 FY04

Page 46: Highway Maintenance Performance Measurement Annual Report September 2004

46

SERVICES Mowing

reallocation threshold = 85% mean sample per cycle = 4,872

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 96% 95% 93% 98%

Low District 83% 77% 80% 84%

State Average 88% 85% 87% 91%

FY01 FY02 FY03 FY04

Page 47: Highway Maintenance Performance Measurement Annual Report September 2004

47

SERVICESDead Animals Visible from Roadway

reallocation threshold = 90% mean sample per cycle = 5,134

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 99% 98% 98% 96%

Low District 86% 90% 93% 93%

State Average 95% 94% 95% 94%

FY01 FY02 FY03 FY04

Page 48: Highway Maintenance Performance Measurement Annual Report September 2004

48

SERVICES Litter

reallocation threshold = 65% mean sample per cycle = 5,048

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 66% 91% 89% 63%

Low District 22% 50% 5% 4%

State Average 52% 74% 50% 45%

FY01 FY02 FY03 FY04

Page 49: Highway Maintenance Performance Measurement Annual Report September 2004

49

PRESERVATIONPCC Pavement Cracks/Joints

reallocation threshold = 70% mean sample per cycle = 1,730

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 79% 90% 82% 89%

Low District 56% 46% 36% 49%

State Average 70% 74% 65% 75%

FY01 FY02 FY03 FY04

Page 50: Highway Maintenance Performance Measurement Annual Report September 2004

50

PRESERVATIONACC Pavement Transverse & Random Cracks

reallocation threshold = 55% mean sample per cycle = 3,528

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 58% 54% 64% 63%

Low District 37% 25% 18% 24%

State Average 47% 39% 39% 44%

FY01 FY02 FY03 FY04

Page 51: Highway Maintenance Performance Measurement Annual Report September 2004

51

PRESERVATIONACC Pavement Longitudinal Cracks

reallocation threshold = 60% mean sample per cycle = 3,528

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 84% 82% 89% 92%

Low District 41% 27% 29% 32%

State Average 63% 51% 58% 60%

FY01 FY02 FY03 FY04

Page 52: Highway Maintenance Performance Measurement Annual Report September 2004

52

PRESERVATIONPCC Surface Condition

reallocation threshold = 90% mean sample per cycle = 1,730

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 99% 97% 98% 98%

Low District 69% 83% 89% 89%

State Average 90% 92% 94% 96%

FY01 FY02 FY03 FY04

Page 53: Highway Maintenance Performance Measurement Annual Report September 2004

53

PRESERVATIONACC Surface Condition

reallocation threshold = 75% mean sample per cycle = 3,528

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 87% 80% 79% 85%

Low District 75% 55% 52% 58%

State Average 80% 72% 69% 75%

FY01 FY02 FY03 FY04

Page 54: Highway Maintenance Performance Measurement Annual Report September 2004

54

PRESERVATIONCulverts Damaged or Obstructed

reallocation threshold = 70% mean sample per cycle = 2,878

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 86% 70% 63% 66%

Low District 43% 44% 32% 35%

State Average 62% 56% 52% 55%

FY01 FY02 FY03 FY04

Page 55: Highway Maintenance Performance Measurement Annual Report September 2004

55

PRESERVATION Damaged or Obstructed Drains

reallocation threshold = 75% mean sample per cycle = 2,513

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 92% 77% 76% 80%

Low District 64% 64% 59% 49%

State Average 76% 70% 69% 65%

FY01 FY02 FY03 FY04

Page 56: Highway Maintenance Performance Measurement Annual Report September 2004

56

PRESERVATIONObstructed Water Flow in Ditches

reallocation threshold = 80% mean sample per cycle = 4,942

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 83% 83% 90% 92%

Low District 71% 66% 44% 54%

State Average 79% 74% 72% 80%

FY01 FY02 FY03 FY04

Page 57: Highway Maintenance Performance Measurement Annual Report September 2004

57

PRESERVATIONSlope Erosion & Slides

reallocation threshold = 80% mean sample per cycle = 4,944

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Fiscal Years

Per

cent

Pas

sing

High District 95% 92% 94% 96%

Low District 49% 75% 78% 85%

State Average 77% 84% 86% 89%

FY01 FY02 FY03 FY04

Page 58: Highway Maintenance Performance Measurement Annual Report September 2004

58

Page 59: Highway Maintenance Performance Measurement Annual Report September 2004

59

Review of the Start of Calendar Year 2004 Paint Striping

Reflectivity & Line Miles Painted [May 7 – September 9] pages 60 - 61

Reflectivity & Material Costs [May 7 – August 12] pages 62 - 63

Reflectivity Before Spring Painting pages 64 - 65

Page 60: Highway Maintenance Performance Measurement Annual Report September 2004

60

Districts Ranked by Line Miles Painted Compared to Average Reflectivity May 7 to September 9, 2004

Question: Does a focus on high quality [retroreflectivity ratings] reduce quantity

[line miles painted]? Possible Reason: One way to increase retroreflectivity is to reduce painting speed

by 1 – 3 miles per hour.

Data: The preliminary data on the next page from the first 18 weeks of the 2004 paint season indicate that high quality and high quantity are compatible. All Districts exceeded the expected new paint minimums of 200 Millicandella for yellow and 300 Millicandella for white. The yellow range was 245 to 275. The white range was 330 to 425. In general, Districts with higher quantity also had higher quality.

Discussion: Field staff have suggested other variables that might have more influence on the quantity painted:

Equipment problems Weather Travel time to paint locations Urban painting.

Page 61: Highway Maintenance Performance Measurement Annual Report September 2004

61

Districts Ranked by Line Miles Painted Compared to Average Reflectivity May 7 to September 9, 2004

expected new paint minimums: yellow = 200 mcd; white = 300 mcd

0

45

90

135

180

225

270

315

360

405

450

Districts Ranked by Miles Painted

Aver

age

Ret

rore

flect

ivity

in m

cd

0

180

360

540

720

900

1,080

1,260

1,440

1,620

1,800

Line

Mile

s Pa

inte

d

Yellow av mcd 275 254 263 264 255 245

White av mcd 425 379 369 330 362 NA

Miles Painted 1,620 1,606 1,411 1,359 1,316 1,256

District 1 District 4 District 6 District 5 District 2 Doistrict 3

Page 62: Highway Maintenance Performance Measurement Annual Report September 2004

62

Districts Ranked by Material Cost per Mile Compared to Average Reflectivity May 7 to August 12, 2004

Question: Does a focus on high quality [retroreflectivity ratings] increase material cost [inventory expenditures per line mile for paint and beads]?

Possible Reason: One way to increase retroreflectivity is to increase paint and bead rates.

Data: The preliminary data on the next page from the first 14 weeks of the 2004 paint season indicate that we have insufficient data to directly link quality with material costs. All Districts exceeded the expected new paint minimum of 200 Millicandella for yellow. Only one District, with an average of 297, did not exceed the minimum 300 Millicandella for white. The yellow range was 249 to 275. Excluding the 297, the white range was 365 to 372.

The District with the lowest cost also had the lowest average yellow reflectivity and the District with the highest cost had the highest

average reflectivity for both yellow and white. However, the District with the lowest white reflectivity had a cost of $63.31, about midway

in the range from $45.94 to $83.38.

Discussion: Much of the data for this period was for yellow centerline and does not distinguish between continuous and skip lines. This analysis

assumes that the mix is about the same across the Districts.Due to savings in labor and equipment, lines with a material cost

of $83/mile would be more cost effective than lines at $46/mile if they last twice as long.

Page 63: Highway Maintenance Performance Measurement Annual Report September 2004

63

Districts Ranked by Material Cost per Mile Compared to Average Reflectivity May 7 to August 12, 2004

expected new paint minimums: yellow = 200 mcd; white = 300 mcd

0

45

90

135

180

225

270

315

360

405

450

Districts Ranked by Material Cost per Mile

Aver

age

Ret

rore

flect

ivity

in m

cd

$0

$9

$18

$27

$36

$45

$54

$63

$72

$81

$90

Pain

t & B

ead

Cos

t per

Mile

Yellow av mcd 249 256 262 254 263 275

White av mcd NA 367 297 365 366 372

Cost/mile $45.94 $48.24 $63.31 $73.42 $81.12 $83.38

District 3 District 2 District 5 District 4 District 6 District 1

Page 64: Highway Maintenance Performance Measurement Annual Report September 2004

64

Old Paint Reflectivity Reported in Spring 2004Measured Prior to the May 7 Start of 2004 Paint Season

Question: Do high reflectivity ratings for new pavement markings yield high

reflectivity ratings the following year? Possible Reasons: 1. If paint thickness, bead size and placement, and

pavement type and condition are major factors for high reflectivity, initial readings could be an indicator of

subsequent readings. 2. If time, traffic, weather, and snow and ice operations

are major factors for high reflectivity, these variables could be important indicators of subsequent readings.

Data: Insufficient data currently.

Discussion: Reflectivity readings on the next page were taken before the 2004 paint season began. Currently, we do not enough data about

the readings for the same locations the previous year. We now have substantial data on reflectivity for the paint applied this season. We will collect data this fall and again in the spring to determine if high ratings for new pavement markings yield high

reflectivity ratings the following year.

Page 65: Highway Maintenance Performance Measurement Annual Report September 2004

65

Old Paint Reflectivity Reported in Spring 2004expected repaint minimums: yellow = 100 mcd; white = 150 mcd

50

75

100

125

150

175

200

225

250

Road Type & Paint Color

Ave

rage

Ret

rore

flect

ivity

in m

cd

High District 130 198 177 226

Low District 85 121 121 170

Average 110 161 153 199

Primary Yellow Interstate Yellow Primary White Interstate White

Page 66: Highway Maintenance Performance Measurement Annual Report September 2004

66

Automated Performance Measures for Snow & Ice Results

Discussion page 67

Relative Locations of Automatic Traffic Recorders [ Speed] page 68

& Road Weather Information System [Road Surface]

Average Interstate Speeds page 69

Noon Friday February 14 to Noon Sunday February 16, 2003

Comparison of Data for Average Speed & Road Surface pages 70 - 71

on I-80 Westbound between Mileposts 138 & 141

Videolog Pictures of I-80 Westbound between Mileposts 138 & 141 pages 72 - 76

Page 67: Highway Maintenance Performance Measurement Annual Report September 2004

67

Automated Performance Measures for Snow & Ice Results

Question: Could a comparison of existing data sources provide measures or indicators of the results of snow and ice operations with no

additional data collection costs?

Possible Data Sources:1. Speed data from Automatic Traffic Recorders [ATR]2. Road surface and weather data from the Road Weather Information

System [RWIS]3. Physical layout from videolog pictures

Data: Data from one large statewide storm indicate that drivers’ perceptions indicated by average speed are compatible

with road surface measurements. Videolog pictures of the site with the slowest recovery of average speed show physical features that might indicate contributing factors to the recovery time.

Discussion: The sites shown on “Average Interstate Speeds” are listed from west to east on I-80, with the exception of Ankeny on I- 35 a short distance north of the Altoona sites.

The speed recovery time for Altoona eastbound was noticeably faster than Altoona westbound. The pictures of Altoona westbound show the vegetation and embankments near the north edge of the roadway and the concrete barrier wall dividing the highway.

Page 68: Highway Maintenance Performance Measurement Annual Report September 2004

68

Automatic Traffic Recorder & Road Weather Information System Locations

road_centerline_2002_road_primary_2002

RWIS Locations

Speed Sensors

Page 69: Highway Maintenance Performance Measurement Annual Report September 2004

69

Average Interstate SpeedsNoon Friday February 14 to Noon Sunday February 16, 2003

20

25

30

35

40

45

50

55

60

65

70

752/

14 N

oon

2:00

PM

4:00

PM

6:00

PM

8:00

PM

10:0

0 P

M

Mid

nigh

t

2:00

AM

4:00

AM

6:00

AM

8:00

AM

10:0

0 A

M

2/15

Noo

n

2:00

PM

4:00

PM

6:00

PM

8:00

PM

10:0

0 P

M

Mid

nigh

t

2:00

AM

4:00

AM

6:00

AM

8:00

AM

10:0

0 A

M

2/16

Noo

n

Time

Ave

rage

MP

H

Shelby Atlantic Waukee Altoona WB Altoona EB Ankeny Williamsburg LeClaire

Page 70: Highway Maintenance Performance Measurement Annual Report September 2004

70

SpeedLegend

MPH50 + MPH

35-49.9 MPH< 35 MPH

Date/Time Av Surface Temp ( CST ) Speed Status Surface Factor % IcePct Type 2/14/03 1:02 PM 70.2 Wet 36.1F 95 6% 0% Yes2/14/03 2:00 PM 71.0 Wet 36.0F 70 1% 0% Yes2/14/03 3:00 PM 70.9 Wet 35.4F 75 0% 0% Yes2/14/03 3:59 PM 71.0 Wet 34.9F 95 2% 0% Yes2/14/03 5:00 PM 70.2 Wet 33.7F 95 0% 0% Yes2/14/03 6:01 PM 67.8 Chemical Wet 32.4F 95 0% 0% Yes2/14/03 7:01 PM 59.5 Chemical Wet 32.0F 95   Yes2/14/03 8:01 PM 41.8 Chemical Wet 31.4F 95 0% 78% Yes2/14/03 9:06 PM 38.6 Chemical Wet 31.5F 95   Yes2/14/03 10:01 PM 38.3 Chemical Wet 31.5F 95   Yes2/14/03 11:01 PM 36.4 Snow/Ice 31.7F 30 0% 96% Yes2/15/03 12:05 AM 37.0 Snow/Ice 31.2F 5 0% 99% Yes2/15/03 1:06 AM 31.3 Snow/Ice 30.8F 5 0% 99% Yes2/15/03 2:04 AM 28.4 Snow/Ice 30.1F 5 0% 100% Yes2/15/03 3:01 AM 26.7 Snow/Ice 29.4F 5 0% 99% Yes2/15/03 4:02 AM 35.1 Snow/Ice Watch 28.9F 5   Yes2/15/03 5:02 AM 33.9 Snow/Ice Watch 27.8F 5   Yes2/15/03 6:02 AM 28.7 Snow/Ice Watch 27.1F 5   Yes2/15/03 6:59 AM 25.7 Snow/Ice Watch 26.3F 5   Yes2/15/03 7:59 AM 24.0 Snow/Ice Watch 26.6F 5   Yes2/15/03 8:57 AM 25.2 Snow/Ice Watch 26.3F 5   Yes2/15/03 9:57 AM 27.3 Snow/Ice Watch 26.4F 5   Yes2/15/03 11:01 AM 30.3

Snow/Ice Warning 27.2F 5 0% 99% Yes

2/15/03 12:02 PM 26.9Snow/Ice Warning 27.5F 5   Yes

2/15/03 1:01 PM 27.0 Chemical Wet 26.0F 95   Yes2/15/03 2:01 PM 32.4 Chemical Wet 29.4F 95   Yes2/15/03 3:04 PM 38.5 Chemical Wet 29.2F 95   None

Altoona WestBound I80Chemical Precipitation

Page 71: Highway Maintenance Performance Measurement Annual Report September 2004

71

SpeedLegend

MPH50 + MPH

35-49.9 MPH< 35 MPH

Date/Time Av Surface Temp ( CST ) Speed Status Surface Factor % IcePct Type 2/15/03 4:01 PM 40.3 Chemical Wet 27.8F 95   None2/15/03 5:02 PM 36.3 Chemical Wet 25.7F 95   None2/15/03 6:02 PM 36.9 Chemical Wet 23.7F 95   None2/15/03 7:02 PM 32.3 Chemical Wet 22.6F 95   None2/15/03 8:01 PM 24.1 Chemical Wet 22.0F 95   None2/15/03 9:01 PM 39.1 Chemical Wet 20.7F 95   None2/15/03 10:01 PM 42.2 Chemical Wet 18.6F 95   None2/15/03 11:01 PM 43.2 Chemical Wet 16.3F 95   None2/15/03 11:59 PM 44.8 Chemical Wet 13.9F 95   None2/16/03 12:59 AM 40.6 Chemical Wet 12.6F 95 10% 83% None2/16/03 2:07 AM 47.1 Chemical Wet 11.8F 95 14% 80% None2/16/03 3:07 AM 48.9 Chemical Wet 10.5F 95 14% 80% None2/16/03 4:07 AM 44.0 Chemical Wet 9.5F 95 38% 48% None2/16/03 5:06 AM 45.6 Chemical Wet 9.0F 95 49% 32% None2/16/03 6:06 AM 47.1 Chemical Wet 8.1F 95 57% 22% None2/16/03 7:06 AM 45.9 Chemical Wet 7.5F 95 45% 42% None2/16/03 8:04 AM 51.4 Chemical Wet 9.2F 95 44% 39% None2/16/03 9:04 AM 55.4 Chemical Wet 15.5F 95 31% 41% None2/16/03 10:02 AM 55.1 Chemical Wet 22.0F 95 25% 22% None2/16/03 11:01 AM 58.4 Chemical Wet 28.0F 95 25% 0% None2/16/03 12:01 PM 61.8 Chemical Wet 32.3F 95 20% 0% None

Chemical PrecipitationAltoona WestBound I80

Page 72: Highway Maintenance Performance Measurement Annual Report September 2004

72

I-80 Westbound Between Mileposts 138 & 139

Page 73: Highway Maintenance Performance Measurement Annual Report September 2004

73

I-80 Westbound Between Mileposts 139 & 140

Page 74: Highway Maintenance Performance Measurement Annual Report September 2004

74

I-80 Westbound Between Mileposts 139 & 140

Page 75: Highway Maintenance Performance Measurement Annual Report September 2004

75

I-80 Westbound Between Mileposts 139 & 140

Page 76: Highway Maintenance Performance Measurement Annual Report September 2004

76

I-80 Eastbound Between Mileposts 139 & 140

Page 77: Highway Maintenance Performance Measurement Annual Report September 2004

77

Dead Deer Removal Report Graphsfor Government Oversight Committee

Deer Killed on Iowa Public Highways 1990 – 2003

Percent of Highway Samples with No Dead Animals Visible from the Road

Deer Picked Up by Iowa DOT in 2003 by Month

Deer Picked Up by Iowa DOT in 2003 by Day of Week

Page 78: Highway Maintenance Performance Measurement Annual Report September 2004

78

Dead Deer Removal Report Graphsfor the Government Oversight Committee of the Iowa General Assembly

July 22, 2004

At the request of the Government Oversight Committee, Will Zitterich presented this information on July 22, 2004

Government Oversight Committee Members

Senator Mary Lundby, Chair Representative Dwayne Alons, Chair Senator Bob Brunkhorst, Vice Chair Representative Scott Raecker, Vice Chair Senator Tom Courtney, Ranking Member Representative Vicki Lensing, Ranking

MemberSenator Robert Dvorsky Representative Clel Baudler Senator Ron Wieck Representative Willard Jenkins

Representative Kent Kramer Representative Jo Oldson Representative Roger Thomas

Representative Roger Wendt

Page 79: Highway Maintenance Performance Measurement Annual Report September 2004

79

Deer Killed on Iowa Primary Highways

0

1,000

2,000

3,000

4,000

5,000

6,000

7,000

8,000

9,000

10,000

Calendar Year

Dee

r Kille

d on

Prim

ary

Hig

hway

s

Deer Killed 3,629 3,491 3,675 3,698 4,350 4,740 5,641 6,389 6,180 6,334 6,664 8,453 8,061 8,913 NA

1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004

Page 80: Highway Maintenance Performance Measurement Annual Report September 2004

80

Percent of Highway Samples with No Dead Animals Visible from the Road20,685 random samples in 12 survey cycles mean samples per cycle = 1,724

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

Survey Cycles

% w

ith N

o Vi

sibl

e D

ead

Anim

als

No dead animals 94.7% 95.6% 95.2% 94.0% 94.2% 94.3% 95.6% 95.1% 94.5% 95.7% 95.0% 92.5%

Target 90% 90% 90% 90% 90% 90% 90% 90% 90% 90% 90% 90%

Summ 00 Fall 00 Spring 01 Summ 01 Fall 01 Spring 02 Summ 02 Fall 02 Spring 03 Summ 03 Fall 03 Spring 04

Page 81: Highway Maintenance Performance Measurement Annual Report September 2004

81

Deer Picked Up by Iowa Department of Transportation in 2003 by MonthTotal = 8,913

0

100

200

300

400

500

600

700

800

900

1,000

1,100

1,200

1,300

1,400

Month

Dee

r Pic

ked

Up

Deer Picked Up 550 361 710 580 1,102 1,126 424 256 410 1,022 1,325 1,047

Monthly Average 743 743 743 743 743 743 743 743 743 743 743 743

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

Page 82: Highway Maintenance Performance Measurement Annual Report September 2004

82

Deer Picked Up by Iowa Department of Transportation in 2003 by Day of WeekTotal = 8,914

0

200

400

600

800

1,000

1,200

1,400

1,600

1,800

2,000

2,200

2,400

2,600

2,800

3,000

3,200

Day of Week

Dee

r Pic

ked

Up

Deer Picked Up 92 87 3,175 1,429 1,399 1,281 1,451

Daily Average 1,273 1,273 1,273 1,273 1,273 1,273 1,273

Saturday Sunday Monday Tuesday Wednesday Thursday Friday