Pavement Report.pdf

PAVEMENT REPORT NUMBER FY08-08

FHWA Project PRA-BAWA 1E19 Baltimore-Washington Parkway Prince George’s County, Maryland

Pavement Rehabilitation for Springfield Road

January 2008

U.S. Department of Transportation Federal Highway Administration

Eastern Federal Lands Highway Division 21400 Ridgetop Circle

Sterling, VA 20166

PRA-BAWA 1E19 Pavement Report No. FY08-08

TABLE OF CONTENTS

I. INTRODUCTION

1. GENERAL

2. PROJECT DESCRIPTION

3. PROJECT PURPOSE-AND-NEED

4. REGIONAL GEOLOGY

II. PROCEDURES AND RESULTS

1. PAVEMENT CONDITION SURVEY

2. PAVEMENT CORING

3. FIELD TESTS AND MEASUREMENTS

4. DATA SUMMARY

5. FINDINGS

Pavement Condition Subsurface Condition

III. ANALYSIS AND CONCLUSIONS

1. PAVEMENT DESIGN

IV. RECOMMENDATIONS

1. PAVEMENT SECTION

2. EARTHWORK

V. DISCLAIMER/LIMITATIONS CLAUSE

APPENDICES

Appendix A - Location Map, Geological Map, and Core Location Plan Appendix B - Coring Logs Appendix C - Pavement Design Analysis Appendix D - FWD Field Data Back-Calculation Summary Appendix E - Limits of Reconstruction Appendix F - Traffic Data

Note: Design changes, made subsequent to distribution of this report and prior to project advertisement, will be documented by a memo inserted after the title page

PAVEMENT REPORT NUMBER FY08-08

FHWA Project PRA-BAWA 1E19

Prince George’s County, Maryland

Pavement Rehabilitation for Springfield Road

I. INTRODUCTION

1. General

This report presents the results of the pavement and subsurface investigations, analysis, design, and recommendations for Springfield Road in Prince George’s County, Maryland.

A Project Location Map is presented in Figure 1 of Appendix A.

2. Project Description

According to the Project Design Scoping Report Springfield Road is a two lane, asphalt paved roadway running adjacent to the Baltimore-Washington Parkway, from Powder Mill Road to the park boundary. The roadway length is approximately 0.44 miles.

3. Project Purpose-and-Need

According to Highway Design, the Purpose and Need for this project is to provide a structurally and functionally adequate pavement structure with a long-term (20-year) service life for Springfield Road within the project limits.

4. Regional Geology

According to the United States Geological Survey (USGS), the project site is underlain by Quaternary and Cretaceous Formations, comprised of sand, silt, gravel, clay, and peat. A geological map is presented in Figure 2 Appendix A.

II. PROCEDURES AND RESULTS

1. Pavement Condition Survey

The Eastern Federal Lands Highway Division (EFLHD) Pavement Section conducted a pavement condition survey in September 2007. Identified pavement distresses and their quantified severity levels were recorded in accordance with “The Distress Identification Manual for the Long-Term Pavement Performance Project, 1993” by the Strategic Highway Research Program (SHRP).

2. Pavement Coring

The EFLHD Subsurface Exploration Team drilled a total of 6 cores (Cores C-01 through C-

06) on September 6, 2007. All Cores were advanced using a 4” core barrel on a trailer-mounted rig and hand auger. Cores were advanced to a depth of up to 2.0 feet. Core Logs are presented in Appendix B.

3. Field Tests and Measurements

The EFLHD Pavement Section personnel performed the following field tests and took measurements during the course of the structural evaluation of the existing pavement and the subsurface exploration.

Non-destructive pavement testing using a falling weight deflectometer (FWD) was performed at all coring locations previous to drilling on September 06, 2007. Deflection responses of the existing pavement were recorded with 9 different sensors spaced 0, 8, 12, 18, 24, 36, 48, 60 and 72 inches from the 12-inch diameter load plate in response to four drops at 9-kips at each test location. The recorded deflection responses and pavement temperatures are presented in Appendix D.

Locations of Cores C-01 through C-06 were determined from features present on-site and by referencing the existing roadway centerlines and vehicle odometer readings. A field description by color and texture was made for each recovered sample.

4. Data Summary

Measured FWD data was collected through Dynatest data acquisition computer files, and then the collected raw data were transferred to the ModTag Computer program (Version 4.1.1) for back-calculation. The measured data only represent deflection response at selected locations, thus deflection discrepancies are expected between test locations due to changes in layer thickness, material properties, moisture and temperature conditions, subgrade support, and contact pressure under the load plate. Also, the measured data represents pavement response only during our field investigation time periods mentioned above; therefore, deflection variations are expected due to seasonal and climatic variations.

The results of field tests and measurements of all corings were recorded on the drillers’ logs and appropriate data sheets in the field. These data sheets and logs contain information concerning the boring methods; samples attempted and recovered; indications of the presence of various materials. They also contain interpretations by the subsurface exploration team leader of the conditions based on the performance of the equipment and cuttings brought to the surface by the drilling tools. Therefore, the field data represents both factual and interpretative information. The Core Logs in Appendix B of this report represent a compilation of field data and description of the soil samples by a pavement engineer. These records occasionally do not include all data recorded on drillers’ logs and field data sheets, but do include all information considered relevant to the design and construction of this report. Water was not encountered during or after drilling in all corings. Fluctuations in the ground water level due to seasonal and climatic effects should be expected.

5. Findings

The findings at the project site are summarized below. Refer to the core logs in Appendix B for more detailed information. Groundwater was not encountered in any of the cores at the time of drilling. Fluctuations in the water level due to seasonal and climatic effects should be expected.

Pavement Condition

Based on the pavement condition survey conducted by the Pavement Section in September 2007, the most prevalent pavement distress types exhibited was severe fatigue cracking, along with patching and rutting in most areas, as seen in Figure 1 below. The results of the condition survey are provided in Appendix E.

Figure 1. Fatigue cracking, Patching, and Rutting

Subsurface Condition

Cores C-01, C-03, and C-05 were performed on Springfield Road in the northbound lane, and cores C-02, C-04, and C-06 were performed on Springfield Road in the southbound lane.

The existing HMA pavement thickness on West Boulevard Drive ranged from 6.0 to 6.5 inches with an average of 6.1 inches.

Aggregate base material was encountered in two cores below the HMA pavement on Springfield Road, and no base was found under the other four cores. The aggregate base course thickness encountered was 2.4 inches. Orange sand, with traces of gravel, clay, and silt, were found under all corings.

III. ANALYSIS AND CONCLUSIONS

1. Pavement Design

Flexible pavement design analyses were performed in accordance with 1993 AASHTO Pavement Design procedure using the DARWin (Version 3.01) Pavement Design System to determine the future structural number (SN) necessary for the proposed roadways. The flexible pavement design analysis was for a 20-year performance period. The design analysis to determine the 18-kip ESALs for the roadway was performed using the Rigorous ESAL Calculation in DARWin and based upon average daily traffic of 3,858 for Springfield Road.

Vehicle classifications included 93.9% passenger vehicles with 3.2% buses, 2.1% light truck volume, and 0.8% heavy trucks. The traffic growth rate was assumed to be 2%. The vehicle classification data and traffic volumes are based upon information gathered from a traffic count conducted in October 2007. The effective roadbed soil resilient modulus (MR) was estimated based on FWD back-calculation data, historic geological information, and seasonal behavior. The average value of MR determined for the length of the project was 10,938 psi.

Other parameters specified in the analysis included a reliability of 85 percent, an overall standard deviation of 0.49, and initial serviceability index of 4.2, and a terminal serviceability index of 2.5. The results of the analysis are presented in Appendix C.

IV. RECOMMENDATIONS

The following pavement recommendations are based on the existing conditions at the time of the field investigation in September 2007. The recommendations included here reference the FP-03, “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects” (FP-03 Specifications).

1. Pavement Section

Based on field condition survey and subsurface investigation, minimum flexible pavement sections with a 20-year performance period for the project sites are provided below.

Springfield Road exhibits upwards of 60% distress along its entire length, consisting primarily of fatigue cracking, patching, and rutting. Due to the extent and severity of these distresses, we are recommending full depth reconstruction. At a minimum, pavement reconstruction should meet the minimum requirements laid out below in Table 1. In order to help alleviate drainage and ponding problems, ditches should be reconditioned.

Table 1. Minimum Pavement Reconstruction Recommendations Layer Minimum

Thickness (in) Comments

AC Surface Course

2 Superpave Asphalt Concrete Pavement,

0.3 < 3 x 106 ESAL’s, ½” Nominal

Maximum Size Aggregate (NMSA), Type III Smoothness

Asphalt Tack Coat

--- Asphalt Tack Coat as per Section 412 of the FP-03 Specifications

AC Base Course

3 SACP, 0.3 < 3 x106 ESAL’s, ½” NMSA

Aggregate Base Course

8 Base Aggregate, Grading C or D, as per Subsection 703.05(b) of the FP-03

Specifications

The calculated design SN for a 20-year performance period based on future traffic is 3.03.

The design pavement SN for the full depth reconstruction presented in Table 1 is 3.32.

Alternatively, if a grade change is permissible, the aggregate base course may be substituted by pulverizing and re-compacting the existing asphalt concrete in place, as per Subsections

303.08 and 703.06 of the FP-03 Specifications.

2. Earthwork

Soil Cover for Buried Structures: All proposed pipes and other proposed buried structures should have a minimum soil cover of 12 inches.

Subgrade Preparation: Proposed subgrade should be scarified to a minimum depth of 6 inches below the subgrade and should be re-compacted to at least 95% of maximum density in accordance with the AASHTO T 180 Method D. If unsuitable subgrade materials are encountered in isolated areas, sub-excavation of unsuitable materials is recommended. The sub-excavated areas should then be backfilled with aggregate base material specified below.

Aggregate Base Course: Immediately after subgrade preparation, aggregate base course should be placed and compacted to at least 95% of maximum density in accordance with the Section 301 of the FP-03 Specifications. The gradation and material should be Base Aggregate, Grading C or D as per Section 703.05(b) of the FP-03 Specifications.

Ditch Reconditioning: To improve roadway drainage and eliminate ponding, all ditches should be reconditioned prior to subgrade preparation according to Subsection 204.12 of the FP-03 Specifications.

V. DISCLAIMER/LIMITATIONS CLAUSE

The subsurface explorations and tests described in the section on Procedures and Results have been conducted in accordance with standard practices and procedures (except as specifically noted). The results of these explorations and tests represent conditions at the specific locations indicated. Subsurface and conditions between these locations may vary.

The Analysis and Conclusions section and the Recommendations section in this report include interpretations and recommendations developed by the Government in the process of preparing the design. These interpretations are not intended as a substitute for the personal investigation, independent interpretation, and judgment of the Contractor.

Prepared by:

Sean O’Brien Pavement Engineer

Reviewed by:

Christopher Chang Pavement Team Leader

APPENDIX A – Location Map, Geological Map, and Core Location Plan

Geological Map for PRA-BAWA 1E19

Quaternary: Sand, Silt, Gravel, Clay, and Peat

Cretaceous: Sand, Gravel, Silt, and Clay

APPENDIX B –Coring Logs

MATERIAL DESCRIPTION

Operator:

Weather:

C-01

Liquid Limit

R ec

Boring No.:

Boring Location:

B O

R

IN

G L

O G

B A

W A

1E

.G P

J F

H W

A _V

A .G

D T

2/

4/

Standard Penetration Test Data hrs

0.5

Remarks:

B lo w s pe r in

Inspector:

Ty pe

Springfield Road

PRA-BAWA 1E19 Baltimore-Washington Parkway

SAMPLE

Bottom of borehole

(Blows / ft)

At Completion:

Orange Brown Sand, some River Gravel

6" Asphalt Concrete

2.0

Rock Core Diam:

Density, Color, Plasticity, Size, Proportions, Moisture

Vane Shear

Groundwater Depth:

Boring Method:

Hole Diameter:

Completed:

D ep th S ca le

(f t)

La ye r D ep th

(f t)

BORING LOG

Penetrometer Rock CoreSPT

N o.

Sample Types:

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

U. S. DEPARTMENT OF TRANSPORTATION

Sheet: 1 of 1

Northbound lane, 294 feet from Powder Mill Road

Plastic Limit

G ra ph ic

Lo g

No groundwater was encountered during or after coring began.

Project Location:

After

Encountered at:

Hammer Wt. & Type:

Caved at:

4.0 in.

Surface Elevation:

UDAuger Cuttings

E le va tio n (fe et

Water Content %

Hammer Drop:

Boring Began:

Project Name:

Clear O'Brien/Kingsley O'Brien/Kingsley

9/6/07 Hand Auger

9/6/07

Weather:

C-02

Liquid Limit

R ec

Boring No.:

Boring Location:

B O

R

IN

G L

O G

B A

W A

1E

.G P

J F

H W

A _V

A .G

D T

2/

4/

Standard Penetration Test Data hrs

0.5

Remarks:

B lo w s pe r in

Inspector:

Ty pe

Springfield Road

PRA-BAWA 1E19 Baltimore-Washington Parkway

SAMPLE

Bottom of borehole

(Blows / ft)

At Completion:

Orange Brown Sand, some River Gravel

6" Asphalt Concrete

2.0

Rock Core Diam:

Density, Color, Plasticity, Size, Proportions, Moisture

Vane Shear

Groundwater Depth:

Boring Method:

Hole Diameter:

Completed:

D ep th S ca le

(f t)

La ye r D ep th

(f t)

BORING LOG

Penetrometer Rock CoreSPT

N o.

Sample Types:

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

U. S. DEPARTMENT OF TRANSPORTATION

Sheet: 1 of 1

Southbound lane, 641 feet from Powder Mill Road

Plastic Limit

G ra ph ic

Lo g

No groundwater was encountered during or after coring began.

Project Location:

After

Encountered at:

Hammer Wt. & Type:

Caved at:

4.0 in.

Surface Elevation:

UDAuger Cuttings

E le va tio n (fe et

Water Content %

Hammer Drop:

Boring Began:

Project Name:

Clear O'Brien/Kingsley O'Brien/Kingsley

9/6/07

Weather:

C-03

Liquid Limit

R ec

Boring No.:

Boring Location:

B O

R

IN

G L

O G

B A

W A

1E

.G P

J F

H W

A _V

A .G

D T

2/

4/

Standard Penetration Test Data hrs

0.6

Remarks:

B lo w s pe r in

Inspector:

Ty pe

Springfield Road

PRA-BAWA 1E19 Baltimore-Washington Parkway

SAMPLE

Bottom of borehole

(Blows / ft)

At Completion:

Reddish Orange Coarse Sand, some Clay, trace Small Gravel

6.5" Asphalt Concrete

2.0

Rock Core Diam:

Density, Color, Plasticity, Size, Proportions, Moisture

Vane Shear

Groundwater Depth:

Boring Method:

Hole Diameter:

Completed:

D ep th S ca le

(f t)

La ye r D ep th

(f t)

BORING LOG

Penetrometer Rock CoreSPT

N o.

Sample Types:

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

U. S. DEPARTMENT OF TRANSPORTATION

Sheet: 1 of 1

Northbound lane, 1057 feet from Powder Mill Road

Plastic Limit

G ra ph ic

Lo g

No groundwater was encountered during or after coring began.

Project Location:

After

Encountered at:

Hammer Wt. & Type:

Caved at:

4.0 in.

Surface Elevation:

UDAuger Cuttings

E le va tio n (fe et

Water Content %

Hammer Drop:

Boring Began:

Project Name:

Clear O'Brien/Kingsley O'Brien/Kingsley

9/6/07

C-04

Standard Penetration Test Data Liquid Limit

MATERIAL DESCRIPTION

B O

R

IN

G L

O G

B A

W A

1E

.G P

J F

H W

A _V

A .G

D T

2/

4/

Operator:

Boring No.:

Boring Location:

Ty peDensity, Color, Plasticity, Size, Proportions, Moisture

Vane Shear

PRA-BAWA 1E19 Baltimore-Washington Parkway

0.5

B lo w s pe r in hrs Weather:

Springfield Road

SAMPLE

R ec

Inspector:

Bottom of borehole

Orange Coarse Sand, some River Gravel

6" Asphalt Concrete

2.0

0.7

Tan River Gravel, some Coarse Sand

Remarks:

Rock Core Diam:

Boring Method:

Hole Diameter:

D ep th S ca le

(f t)

La ye r D ep th

(f t)

At Completion:

Groundwater Depth:

(Blows / ft)

Completed:

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Penetrometer Rock CoreSPT

No groundwater was encountered during or after coring began.

G ra ph ic

Lo g

BORING LOG

Sample Types:

U. S. DEPARTMENT OF TRANSPORTATION

Sheet: 1 of 1

Southbound lane, 1378 feet from Powder Mill Road

Plastic Limit

N o.

Project Location:

After

Encountered at: Caved at:

4.0 in.

806020

Hammer Drop:

UDAuger Cuttings

Clear

Water Content %

E le va tio n (fe et

Project Name:

O'Brien/Kingsley O'Brien/Kingsley

9/6/07 Hand Auger

9/6/07Boring Began:Surface Elevation:

Hammer Wt. & Type:

C-05

Standard Penetration Test Data Liquid Limit

MATERIAL DESCRIPTION

B O

R

IN

G L

O G

B A

W A

1E

.G P

J F

H W

A _V

A .G

D T

2/

4/

Operator:

Boring No.:

Boring Location:

Ty peDensity, Color, Plasticity, Size, Proportions, Moisture

Vane Shear

PRA-BAWA 1E19 Baltimore-Washington Parkway

0.5

B lo w s pe r in hrs Weather:

Springfield Road

SAMPLE

R ec

Inspector:

Bottom of borehole

Reddish Orange Coarse Sand, some Clay, trace Gravel

6" Asphalt Concrete

2.0

0.7

Tan River Gravel, some Sand

Remarks:

Rock Core Diam:

Boring Method:

Hole Diameter:

D ep th S ca le

(f t)

La ye r D ep th

(f t)

At Completion:

Groundwater Depth:

(Blows / ft)

Completed:

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Penetrometer Rock CoreSPT

No groundwater was encountered during or after coring began.

G ra ph ic

Lo g

BORING LOG

Sample Types:

U. S. DEPARTMENT OF TRANSPORTATION

Sheet: 1 of 1

Northbound lane, 1744 feet from Powder Mill Road

Plastic Limit

N o.

Project Location:

After

Encountered at: Caved at:

4.0 in.

806020

Hammer Drop:

UDAuger Cuttings

Clear

Water Content %

E le va tio n (fe et

Project Name:

O'Brien/Kingsley O'Brien/Kingsley

9/6/07 Hand Auger

9/6/07Boring Began:Surface Elevation:

Hammer Wt. & Type:

Weather:

C-06

Liquid Limit

R ec

Boring No.:

Boring Location:

B O

R

IN

G L

O G

B A

W A

1E

.G P

J F

H W

A _V

A .G

D T

2/

4/

Standard Penetration Test Data hrs

0.5

Remarks:

B lo w s pe r in

Inspector:

Ty pe

Springfield Road

PRA-BAWA 1E19 Baltimore-Washington Parkway

SAMPLE

Bottom of borehole

(Blows / ft)

At Completion:

Orange Fine Sand, some Silt

6" Asphalt Concrete

2.0

Rock Core Diam:

Density, Color, Plasticity, Size, Proportions, Moisture

Vane Shear

Groundwater Depth:

Boring Method:

Hole Diameter:

Completed:

D ep th S ca le

(f t)

La ye r D ep th

(f t)

BORING LOG

Penetrometer Rock CoreSPT

N o.

Sample Types:

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

U. S. DEPARTMENT OF TRANSPORTATION

Sheet: 1 of 1

Southbound lane, 2302 feet from Powder Mill Road

Plastic Limit

G ra ph ic

Lo g

No groundwater was encountered during or after coring began.

Project Location:

After

Encountered at:

Hammer Wt. & Type:

Caved at:

4.0 in.

Surface Elevation:

UDAuger Cuttings

E le va tio n (fe et

Water Content %

Hammer Drop:

Boring Began:

Project Name:

Clear O'Brien/Kingsley O'Brien/Kingsley

9/6/07

APPENDIX C – Pavement Design Analysis

1993 AASHTO Pavement Design

DARWin Pavement Design and Analysis System

A Proprietary AASHTOWare Computer Software Product

Flexible Structural Design Module

Springfield Road - 8" pulverize/agg. base

Flexible Structural Design

18-kip ESALs Over Initial Performance Period 987,799 Initial Serviceability 4.2 Terminal Serviceability 2.5 Reliability Level 85 % Overall Standard Deviation 0.49 Roadbed Soil Resilient Modulus 10,000 psi Stage Construction 1

Calculated Design Structural Number 3.03 in

Simple ESAL Calculation

Performance Period (years) 20 Two-Way Traffic (ADT) 3,858 Number of Lanes in Design Direction 1 Percent of All Trucks in Design Lane 100 % Percent Trucks in Design Direction 50 % Percent Heavy Trucks (of ADT) FHWA Class 5 or Greater - % Average Initial Truck Factor (ESALs/truck) - Annual Truck Factor Growth Rate - % Annual Truck Volume Growth Rate - % Growth Simple

Total Calculated Cumulative ESALs - *

*Note: This value is not represented by the inputs or an error occurred in calculation.

Rigorous ESAL Calculation

Performance Period (years) 20 Two-Way Traffic (ADT) 3,858 Number of Lanes in Design Direction 1 Percent of All Trucks in Design Lane 100 % Percent Trucks in Design Direction 50 %

Vehicle Class

Percent of

ADT

Annual

Growth

Average Initial Truck Factor

(ESALs/ Truck)

Annual % Growth in

Truck Factor

Accumulated 18-kip ESALs over Performance Period

2 75.1 2 0.0007 0 8,815 3 18.8 2 0.0007 0 2,207 4 3.2 2 1.2 0 643,918

Vehicle Class

Percent of

ADT

Annual

Growth

Average Initial Truck Factor

(ESALs/ Truck)

Annual % Growth in

Truck Factor

Accumulated 18-kip ESALs over Performance Period

5 1.9 2 0.25 0 79,651 6 0.2 2 1 0 33,537 7 0.1 2 1 0 16,769 8 0.4 2 1.2 0 80,490 9 0.1 2 2 0 33,537

11 0.1 2 2.3 0 38,568 13 0.1 2 3 0 50,306

Total 100 - - - 987,799

Growth Simple

Total Calculated Cumulative ESALs 987,799

Specified Layer Design

Layer

Material Description

Struct Coef.

(Ai)

Drain Coef.

(Mi)

Thickness (Di)(in)

Width

(ft)

Calculated

SN (in)

1 AC 0.44 1 5 12 2.20

2 Aggregate Base/Pulverized AC 0.14 1 8 12 1.12

Total - - - 13.00 - 3.32

Layered Thickness Design

Thickness precision Actual

Layer

Material Description

Struct Coef.

(Ai)

Drain Coef.

(Mi)

Spec Thickness (Di)(in)

Min Thickness (Di)(in)

Elastic Modulus

(psi)

Width

(ft)

Calculated Thickness

(in)

Calculated

SN (in) Total - - - - - - - - -

APPENDIX D – FWD Field Data Back-Calculation Summary

Station Surface

Temp (˚F) DO68 (mils) Mr (psi) Ep (psi) SNeff Load (lb) Pressure

(psi) 2+96 110.9 20.4 10,368 379,000 1.95 8,948 81.8 6+26 101.3 21.1 9,321 424,000 2.03 8,929 81.7 11+20 94.0 15.3 13,649 516,500 2.17 8,932 81.7 13+67 99.7 20.5 11,926 282,500 1.77 8,978 82.1 18+38 93.9 23.0 9,267 327,000 1.86 8,896 81.3 22+87 88.4 15.4 11,097 756,000 2.46 8,882 81.2

10,938

BAWA 1E19 Springfield Road FWD Backcalculation

5001,25.70,1,40, 3, 1,"FwdWin "

5002,"25USN ","8002-229","9000-366"

5003,"cc ","target90","warmup09","F25"

5010,1,0,1,0,1,1,0,5,1,1,1,1,0,0,1,0,0,0,0,0,1,"MDB"

5011,0,1,2000,01,14,05,28,0,"Non",000 5200,"0457 ",2,1.008, 92.7, -2.29, 7.165 5201,"4361 ",4,1.000,0.999 5202,"4368 ",4,1.000,1.009 5203,"4363 ",4,1.000,0.984 5204,"4364 ",4,1.000,1.005 5205,"4365 ",4,1.000,0.987 5206,"4366 ",4,0.996,0.997 5207,"4367 ",4,0.998,1.004 5208,"4987 ",4,0.998,1.043 5209,"4989 ",4,1.000,0.996

5210,"NA ",0,0.000,0.000

5211,"NA ",0,0.000,0.000

5212,"NA ",0,0.000,0.000

5213,"NA ",0,0.000,0.000

5214,"NA ",0,0.000,0.000

5215,"NA ",0,0.000,0.000

5216,"NA ",0,0.000,0.000

5217,"NA ",0,0.000,0.000

5218,"NA ",0,0.000,0.000

5020, 5.90, 0.00, 8.00, 12.00, 18.00, 24.00, 36.00, 48.00,-12.00, 70.87,N0 ,N0 ,N0 ,N0 ,N0 , 5021, 11.81, 0.00, 0.00, 0.00, 0.00, 0.00, 0.00, 0.00, 0.00, 0.00,N0 ,N0 ,N0 ,N0 ,N0 ,N0 5022,1, 0, 0, 2.05, 5.20, 8.23,11.97, 5023,1,3,0, 296, 2287, 296, -330, 0.000,1,1 5024,0,0,1,1,0,0, 4.8, 2.0, 2.0, 2.0,1,0,0, 60 5029, 6, 24, 3121, 37352 5030,"cc " 5031,"BAWA 1E19 Springfield Rd" 5032,"C-01" 5301,0,1,3,5, 296,1,1,Right-1 ,2000,01,14,05,28 5302,0,1,8,0,0,0,0,0,"C-01 " 5303,1,N0 ,110.9, 84.7 5041,"C-01 " 5042,"C-01 " 5043,"C-01 " 5044,"C-01 " 5280,0,000000, 39.0353867, -76.8519410, 47.7, , , , 5301,0,1,3,5, 1120,1,1,Right-1 ,2000,01,14,05,14 5302,0,1,8,0,0,0,0,0,"C-03 " 5303,1,N0 , 94.0, 83.7 1, 80.5, 18.15, 14.37, 11.80, 8.61, 6.20, 3.20, 1.69, 1.08, 0.91 2, 82.1, 18.52, 14.67, 12.02, 8.79, 6.35, 3.29, 1.74, 1.07, 0.93 3, 82.0, 18.38, 14.59, 11.98, 8.75, 6.31, 3.26, 1.73, 1.15, 0.91 4, 82.1, 18.36, 14.57, 11.96, 8.75, 6.31, 3.26, 1.73, 1.14, 0.92 5280,0,000000, 39.0371831, -76.8508796, 47.8, , , , 5301,0,1,3,5, 1838,1,1,Right-1 ,2000,01,14,05,16 5302,0,1,8,0,0,0,0,0,"C-05 "

5303,1,N0 , 93.9, 83.5 1, 78.8, 26.89, 21.24, 17.05, 12.42, 8.62, 4.24, 2.05, 1.24, 0.89 2, 82.2, 27.85, 22.07, 17.56, 12.95, 9.01, 4.45, 2.16, 1.30, 0.93 3, 81.8, 27.60, 21.92, 17.51, 12.87, 8.93, 4.43, 2.15, 1.31, 0.94 4, 82.6, 27.80, 22.07, 17.63, 12.96, 9.00, 4.47, 2.16, 1.31, 0.93 5280,0,000000, 39.0385289, -76.8503604, 25.9, , , , 5301,0,1,3,5, 2287,1,1,Right-1 ,2000,01,14,05,21 5302,0,1,8,0,0,0,0,0,"C-06 " 5303,1,N0 , 88.4, 82.6 1, 79.2, 17.57, 15.33, 13.27, 10.44, 8.06, 4.56, 2.43, 1.54, 1.14 2, 81.2, 17.97, 15.70, 13.57, 10.70, 8.29, 4.66, 2.50, 1.46, 1.16 3, 82.9, 18.24, 15.90, 13.74, 10.86, 8.37, 4.74, 2.52, 1.50, 1.19 4, 81.6, 17.95, 15.66, 13.75, 10.69, 8.23, 4.67, 2.49, 1.54, 1.19 5280,0,000000, 39.0361951, -76.8513560, 37.6, , , , 5301,0,1,3,5, 1367,1,1,Right-1 ,2000,01,14,05,23 5302,0,1,8,0,0,0,0,0,"C-04 " 5303,1,N0 , 99.7, 83.7 1, 81.2, 25.34, 19.51, 15.45, 9.96, 6.61, 2.91, 1.69, 1.41, 1.27 2, 82.2, 25.52, 19.66, 15.57, 10.06, 6.69, 2.97, 1.72, 1.44, 1.27 3, 82.7, 25.54, 19.70, 15.57, 10.09, 6.71, 2.98, 1.73, 1.44, 1.28 4, 82.3, 25.37, 19.60, 15.17, 10.04, 6.69, 2.99, 1.73, 1.48, 1.28 5280,0,000000, 39.0345798, -76.8528140, 41.9, , , , 5301,0,1,3,5, 626,1,1,Right-1 ,2000,01,14,05,25 5302,0,1,8,0,0,0,0,0,"C-02 " 5303,1,N0 ,101.3, 84.9 1, 80.2, 26.29, 20.89, 17.38, 12.62, 9.60, 5.89, 4.03, 3.15, 2.61 2, 82.1, 26.58, 21.16, 17.96, 12.85, 9.73, 5.96, 4.11, 3.24, 2.70 3, 82.4, 26.60, 21.22, 17.89, 12.89, 9.79, 6.01, 4.13, 3.26, 2.75 4, 81.9, 26.29, 21.00, 17.61, 12.73, 9.71, 5.96, 4.06, 3.19, 2.74 5280,0,000000, 39.0338868, -76.8535977, 40.1, , , , 5301,0,1,3,5, 296,1,1,Right-1 ,2000,01,14,05,28 5302,0,1,8,0,0,0,0,0,"C-01 " 5303,1,N0 ,110.9, 84.7 1, 81.0, 27.11, 21.42, 16.91, 11.44, 7.53, 3.50, 1.80, 1.39, 1.26 2, 82.7, 27.49, 21.74, 17.18, 11.65, 7.69, 3.59, 1.84, 1.40, 1.29 3, 81.9, 27.17, 21.48, 16.97, 11.51, 7.59, 3.56, 1.85, 1.43, 1.30 4, 81.7, 26.94, 21.33, 16.83, 11.43, 7.53, 3.53, 1.83, 1.38, 1.27

APPENDIX E – Limits of Reconstruction

Begin STA End STA Lane Location Distress Severity 23+43 23+43 ---- ---- Park Boundary @ Pavement Change ---- 23+11 23+43 Both All Alligator Cracking and Patching Moderate 22+72 22+83 Northbound RWP Longitudinal Cracking Severe 22+72 22+72 Both All Transverse Cracking Severe 22+17 22+43 Both LWP/RWP Rutting, Patching, and Fatigue Cracking Severe 21+99 22+17 Southbound Midlane Longitudinal Cracking Moderate 21+99 21+99 Northbound All Transverse Cracking Moderate 21+84 21+99 Southbound All Fatigue Cracking Severe 21+84 21+84 Northbound All Transverse Cracking Moderate 21+32 21+84 Southbound All Fatigue Cracking Severe 20+99 21+26 Southbound PE Fatigue Cracking Severe 20+49 20+99 Northbound All Fatigue Cracking Moderate 20+91 20+91 Northbound All Transverse Cracking Severe 20+67 20+67 Southbound All Fatigue Cracking Moderate 20+38 20+49 Northbound All Fatigue Cracking Severe 20+14 20+38 Northbound All Fatigue Cracking, Potholes, Rutting Severe 19+72 19+93 Southbound PE Edge Cracking Minor 19+61 19+72 Southbound All Fatigue Cracking Minor 19+18 19+61 Northbound All Fatigue Cracking and Patching Severe 18+99 19+08 Southbound All Fatigue Cracking Severe 18+39 18+99 Both All Fatigue Cracking, Patching, Rutting Severe 18+03 18+39 Southbound All Fatigue Cracking, Patching, Rutting Severe 17+43 18+03 Both All Fatigue Cracking Moderate 16+99 17+44 Northbound All Fatigue Cracking, Patching, Rutting Severe 16+80 17+21 Southbound LWP/RWP Fatigue Cracking, Patching, Rutting Severe 16+12 16+80 Both All Fatigue Cracking, Patching, Rutting Severe 15+62 16+12 Northbound All Fatigue Cracking, Patching, Rutting Severe 14+73 15+62 Both All Fatigue Cracking, Patching, Rutting Severe 14+19 14+73 Southbound LWP/RWP Fatigue Cracking, Patching, Rutting Severe 14+41 14+41 Northbound All Transverse Cracking Minor 13+88 14+19 Both All Fatigue Cracking, Patching, Rutting Severe 13+55 13+88 Northbound All Fatigue Cracking, Patching, Rutting Severe

Project PRA-BAWA 1E19 Baltimore-Washington Parkway Springfield Road

Pavement Condition Survey

13+38 13+55 Northbound LWP/RWP Longitudinal Cracking Moderate 13+10 13+10 Southbound All Transverse Cracking Minor 12+99 12+99 Northbound All Fatigue Cracking and Transverse Cracking Moderate 12+66 12+66 Northbound All Fatigue Cracking, Transverse Cracking, Patching Moderate 12+05 12+59 Southbound PE Edge Cracking Severe 11+16 11+67 Southbound PE Patching and Edge Cracking Moderate 11+20 11+20 Both All Transverse Cracking Moderate 10+72 10+72 Northbound All Transverse Cracking Minor 9+43 10+06 Southbound PE Edge Cracking Moderate 9+64 9+93 Northbound LWP/RWP Fatigue Cracking Moderate 9+25 9+25 Northbound All Fatigue Cracking, Transverse Cracking, Patching Severe 8+51 8+93 Centerline All Fatigue Cracking and Patching Severe 8+37 9+13 Southbound PE Edge Dropoff Severe 8+16 8+43 Northbound LWP/RWP Longitudinal Cracking Moderate 7+92 8+25 Southbound PE Edge Cracking Severe 6+98 7+99 Southbound RWP Fatigue Cracking and Rutting Severe 7+16 7+70 Northbound PE/RWP Fatigue Cracking and Rutting Severe 6+73 6+98 Northbound LWP/RWP Fatigue Cracking and Rutting Moderate 5+60 6+73 Northbound LWP/RWP Fatigue Cracking and Rutting Severe 6+45 6+73 Southbound All Fatigue Cracking and Edge Cracking Severe 6+07 6+07 Northbound LWP/RWP Patching Severe 5+05 5+80 Southbound All Edge Cracking and Longitudinal Cracking Moderate 5+66 5+66 Northbound LWP/RWP Patching Severe 4+71 5+60 Northbound LWP/RWP Longitudinal Cracking Moderate 4+23 4+52 Both LWP/RWP Longitudinal Cracking Moderate 3+99 4+23 Both All Fatigue Cracking and Longitudinal Cracking Severe 3+50 3+99 Northbound LWP/RWP Fatigue Cracking, Patching, Rutting Severe 2+51 3+50 Northbound LWP/RWP Fatigue Cracking and Rutting Severe 2+69 2+93 Southbound All Fatigue Cracking Moderate 1+43 2+51 Southbound All Transverse Cracking Moderate 1+08 2+51 Northbound All Fatigue Cracking, Patching, Rutting Severe 0+27 1+43 Southbound All Fatigue Cracking, Patching, Rutting Severe 0+65 1+43 Northbound PE Edge Cracking and Edge Dropoff Severe 0+00 0+00 ---- ---- Intersection @ Powder Mill Road ----

APPENDIX F – Traffic Data

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

SB

1400' North Powder Mill Rd Intestion

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/02/07 0 14 0 0 0 0 0 0 0 0 0 0 0 0 14 01:00 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5 04:00 0 11 1 0 0 0 0 0 0 0 0 0 0 0 12 05:00 0 52 8 0 0 0 0 0 0 0 0 0 0 0 60 06:00 0 84 14 0 1 0 0 0 0 0 0 0 0 0 99 07:00 0 93 12 1 0 0 1 2 1 0 0 0 0 0 110 08:00 0 84 13 1 0 0 0 0 0 0 0 0 0 0 98 09:00 0 53 14 0 1 0 0 0 0 0 0 0 0 0 68 10:00 0 70 7 0 0 0 0 0 0 0 0 0 0 0 77 11:00 0 48 6 0 0 0 0 0 0 0 0 0 0 0 54

12 PM 0 66 9 1 0 0 0 0 0 0 0 0 0 0 76

13:00 1 52 9 0 0 0 0 0 0 0 0 0 0 0 62 14:00 0 51 12 1 1 0 0 0 0 0 0 0 0 0 65 15:00 1 101 13 1 3 0 0 1 0 0 0 0 0 0 120 16:00 0 130 23 4 2 0 0 0 0 0 0 0 0 0 159 17:00 1 118 18 4 0 0 0 0 0 0 0 0 0 0 141 18:00 0 99 14 1 0 0 0 0 0 0 0 0 0 0 114 19:00 0 61 5 0 0 0 0 1 0 0 0 0 0 0 67 20:00 0 49 4 0 0 0 0 0 0 0 0 0 0 0 53 21:00 0 32 5 0 0 0 0 0 0 0 0 0 0 0 37 22:00 0 35 5 0 0 0 0 0 0 0 0 0 0 0 40 23:00 0 17 2 0 0 0 0 0 0 0 0 0 0 0 19 Total 3 1330 195 14 8 0 1 4 1 0 0 0 0 0 1556

Percent 0.2% 85.5% 12.5% 0.9% 0.5% 0.0% 0.1% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 06:00 07:00 06:00 07:00 07:00 07:00

Vol. 93 14 1 1 1 2 1 PM Peak 13:00 16:00 16:00 16:00 15:00 15:00

Vol. 1 130 23 4 3 1

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/03/07 0 10 1 0 0 0 0 0 0 0 0 0 0 0 11 01:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5 02:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 03:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 04:00 0 10 1 0 0 0 0 0 0 0 0 0 0 0 11 05:00 0 50 5 0 0 0 0 0 0 0 0 0 0 0 55 06:00 0 80 14 3 0 0 0 0 0 1 0 0 0 0 98 07:00 0 94 18 2 0 0 0 0 0 0 0 0 0 0 114 08:00 0 83 13 0 1 0 0 0 0 0 0 0 0 0 97 09:00 0 54 10 0 0 0 0 1 0 0 0 0 0 0 65 10:00 1 72 10 1 0 0 0 0 0 0 1 0 0 0 85 11:00 0 48 7 0 0 0 0 0 0 0 0 0 0 0 55

12 PM 0 64 10 0 0 0 0 1 0 0 0 0 0 0 75

13:00 0 80 9 1 0 0 0 0 0 0 0 0 0 0 90 14:00 1 56 9 0 1 0 0 0 0 0 0 0 0 0 67 15:00 1 85 15 3 1 0 0 0 0 0 0 0 0 0 105 16:00 0 115 21 3 0 0 0 1 0 0 0 0 0 0 140 17:00 1 131 22 5 1 0 0 0 0 0 0 0 0 0 160 18:00 0 104 16 2 0 0 1 0 0 0 0 0 0 0 123 19:00 0 94 14 1 0 0 0 0 0 0 0 0 0 0 109 20:00 1 66 8 0 0 0 0 0 0 0 0 0 0 0 75 21:00 0 35 6 0 0 0 0 0 0 0 0 0 0 0 41 22:00 0 25 4 0 0 0 0 0 0 0 0 0 0 0 29 23:00 0 23 2 0 0 0 0 0 0 0 0 0 0 0 25 Total 5 1391 216 21 4 0 1 3 0 1 1 0 0 0 1643

Percent 0.3% 84.7% 13.1% 1.3% 0.2% 0.0% 0.1% 0.2% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% AM Peak 10:00 07:00 07:00 06:00 08:00 09:00 06:00 10:00

Vol. 1 94 18 3 1 1 1 1 PM Peak 14:00 17:00 17:00 17:00 14:00 18:00 12:00

Vol. 1 131 22 5 1 1 1

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/04/07 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 01:00 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 04:00 0 12 1 0 0 0 0 0 0 0 0 0 0 0 13 05:00 0 51 9 0 0 0 0 0 0 0 0 0 0 0 60 06:00 0 77 11 1 0 0 1 0 0 0 0 0 0 0 90 07:00 0 94 15 0 0 0 0 2 0 0 0 0 0 0 111 08:00 0 67 11 1 0 0 1 0 0 0 0 0 0 0 80 09:00 0 62 15 0 0 1 0 0 0 0 0 0 0 0 78 10:00 0 73 14 1 0 0 0 0 0 0 0 0 0 0 88 11:00 0 39 6 0 0 0 0 0 0 0 0 0 0 0 45

12 PM 1 69 8 0 1 0 0 0 0 0 0 0 0 0 79

13:00 0 66 10 0 0 0 0 0 0 0 0 0 0 0 76 14:00 0 72 11 1 0 0 0 0 0 0 0 0 0 0 84 15:00 0 74 12 3 1 0 0 0 0 0 0 0 0 0 90 16:00 0 106 18 6 2 0 0 1 0 0 0 0 1 0 134 17:00 0 137 19 4 3 0 0 0 0 1 0 0 0 0 164 18:00 1 103 15 4 0 0 0 1 0 0 0 0 0 0 124 19:00 0 75 12 1 0 0 0 0 0 0 0 0 0 0 88 20:00 0 47 5 0 0 0 0 0 0 0 0 0 0 0 52 21:00 0 48 4 0 0 0 0 0 0 0 0 0 0 0 52 22:00 0 32 4 0 0 0 0 0 0 0 0 0 0 0 36 23:00 0 20 2 0 0 0 0 0 0 0 0 0 0 0 22 Total 2 1341 202 22 7 1 2 4 0 1 0 0 1 0 1583

Percent 0.1% 84.7% 12.8% 1.4% 0.4% 0.1% 0.1% 0.3% 0.0% 0.1% 0.0% 0.0% 0.1% 0.0% AM Peak 07:00 07:00 06:00 09:00 06:00 07:00

Vol. 94 15 1 1 1 2 PM Peak 12:00 17:00 17:00 16:00 17:00 16:00 17:00 16:00

Vol. 1 137 19 6 3 1 1 1

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/05/07 0 9 0 0 0 0 0 0 0 0 0 0 0 0 9 01:00 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 02:00 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 12 1 0 0 0 0 0 0 0 0 0 0 0 13 05:00 0 42 7 0 0 0 0 0 0 0 0 0 0 0 49 06:00 0 78 19 2 1 0 0 0 0 0 0 0 0 0 100 07:00 0 88 14 1 1 0 0 1 0 0 0 0 0 0 105 08:00 0 97 11 2 0 0 0 0 0 0 0 0 0 0 110 09:00 0 65 8 1 0 0 0 1 0 0 0 0 0 0 75 10:00 0 48 9 0 0 0 0 0 0 0 0 0 0 0 57 11:00 0 38 7 1 0 0 0 0 0 0 0 0 0 0 46

12 PM 0 66 12 0 0 0 0 0 0 0 0 0 0 0 78

13:00 0 63 11 0 0 0 0 0 0 0 0 0 0 0 74 14:00 1 59 10 0 0 0 0 0 0 0 0 0 0 0 70 15:00 0 78 15 2 0 0 1 0 0 0 0 0 0 0 96 16:00 0 127 17 4 1 0 0 0 0 0 0 0 0 0 149 17:00 1 132 22 4 1 0 0 0 0 0 0 0 0 0 160 18:00 1 97 18 3 0 0 0 0 0 0 0 0 0 0 119 19:00 0 72 5 0 0 0 0 2 0 0 0 0 0 0 79 20:00 0 51 7 0 1 0 0 0 0 0 0 0 0 0 59 21:00 0 35 8 0 0 0 0 0 0 0 0 0 0 0 43 22:00 0 34 4 0 0 0 0 0 0 0 0 0 0 0 38 23:00 0 34 2 0 0 0 0 0 0 0 0 0 0 0 36 Total 3 1335 207 20 5 0 1 4 0 0 0 0 0 0 1575

Percent 0.2% 84.8% 13.1% 1.3% 0.3% 0.0% 0.1% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 06:00 06:00 06:00 07:00

Vol. 97 19 2 1 1 PM Peak 14:00 17:00 17:00 16:00 16:00 15:00 19:00

Vol. 1 132 22 4 1 1 2

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/06/07 0 21 2 0 0 0 0 0 0 0 0 0 0 0 23 01:00 0 17 1 0 0 0 0 0 0 0 0 0 0 0 18 02:00 0 9 0 0 0 0 0 0 0 0 0 0 0 0 9 03:00 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 04:00 0 7 0 0 0 0 0 0 0 0 0 0 0 0 7 05:00 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 06:00 0 10 0 0 0 0 0 0 0 0 0 0 0 0 10 07:00 0 23 2 0 0 0 0 0 0 0 0 0 0 0 25 08:00 0 25 3 0 0 0 0 0 0 0 0 0 0 0 28 09:00 0 21 1 0 1 0 0 0 0 0 0 0 0 0 23 10:00 0 23 4 0 0 0 0 0 0 0 0 0 0 0 27 11:00 0 33 6 0 0 0 0 0 0 0 0 0 0 0 39

12 PM 0 53 8 0 0 0 0 0 0 0 0 0 0 0 61

13:00 0 57 8 0 1 0 0 0 0 0 0 0 0 0 66 14:00 0 52 10 0 0 0 0 0 0 0 0 0 0 0 62 15:00 0 50 7 1 1 0 0 0 0 0 0 0 0 0 59 16:00 0 74 8 0 0 0 0 1 0 0 0 0 0 0 83 17:00 1 67 9 1 0 0 0 0 0 0 0 0 0 0 78 18:00 0 54 9 0 0 0 0 0 0 0 0 0 0 0 63 19:00 0 45 5 0 0 0 0 0 0 0 0 0 0 0 50 20:00 0 48 3 0 0 0 0 0 0 0 0 0 0 0 51 21:00 0 32 3 0 0 0 0 0 0 0 0 0 0 0 35 22:00 0 30 3 0 0 0 0 0 0 0 0 0 0 0 33 23:00 0 17 2 0 0 0 0 0 0 0 0 0 0 0 19 Total 1 782 94 2 3 0 0 1 0 0 0 0 0 0 883

Percent 0.1% 88.6% 10.6% 0.2% 0.3% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 09:00

Vol. 33 6 1 PM Peak 17:00 16:00 14:00 15:00 13:00 16:00

Vol. 1 74 10 1 1 1

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/07/07 0 24 2 0 1 0 0 1 0 0 0 0 0 0 28 01:00 0 9 2 0 0 0 0 0 0 0 0 0 0 0 11 02:00 0 11 0 0 0 0 0 0 0 0 0 0 0 0 11 03:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:00 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 05:00 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 06:00 0 6 1 0 0 0 0 0 0 0 0 0 0 0 7 07:00 0 15 2 0 0 0 0 0 0 0 0 0 0 0 17 08:00 0 24 5 0 0 0 0 0 0 0 0 0 0 0 29 09:00 0 64 5 0 1 0 0 0 0 0 0 0 0 0 70 10:00 0 42 4 0 0 0 0 1 0 0 0 0 0 0 47 11:00 1 33 3 0 0 0 0 0 0 0 0 0 0 0 37

12 PM 1 52 5 0 0 0 1 0 0 0 0 0 0 0 59

13:00 0 63 8 1 0 0 0 0 0 0 0 0 0 0 72 14:00 0 68 8 0 0 0 0 1 0 1 0 0 0 0 78 15:00 0 57 5 0 0 0 0 0 0 0 0 0 0 0 62 16:00 0 52 6 0 0 0 0 0 0 0 0 0 0 0 58 17:00 1 57 9 0 0 0 0 0 0 0 0 0 0 0 67 18:00 0 57 8 0 0 0 0 0 0 0 0 0 0 0 65 19:00 0 53 5 0 1 0 0 1 0 0 0 0 0 0 60 20:00 0 35 6 0 0 0 0 0 0 0 0 0 0 0 41 21:00 0 36 9 0 0 0 0 0 0 0 0 0 0 0 45 22:00 0 33 1 0 0 0 0 0 0 0 0 0 0 0 34 23:00 0 20 1 0 0 0 0 0 0 0 0 0 0 0 21 Total 3 827 95 1 3 0 1 4 0 1 0 0 0 0 935

Percent 0.3% 88.4% 10.2% 0.1% 0.3% 0.0% 0.1% 0.4% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 09:00 08:00 00:00 00:00

Vol. 1 64 5 1 1 PM Peak 12:00 14:00 17:00 13:00 19:00 12:00 14:00 14:00

Vol. 1 68 9 1 1 1 1 1

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/08/07 0 13 0 0 0 0 0 0 0 0 0 0 0 0 13 01:00 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 02:00 0 6 1 0 0 0 0 0 0 0 0 0 0 0 7 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:00 0 13 1 0 0 0 0 0 0 0 0 0 0 0 14 06:00 0 11 3 1 0 0 0 0 0 0 0 0 0 0 15 07:00 0 41 11 0 3 0 0 0 0 0 0 0 0 0 55 08:00 0 48 9 0 1 0 0 1 0 0 0 0 0 0 59 09:00 0 46 9 0 0 0 0 0 0 0 0 0 0 0 55 10:00 0 40 2 0 1 0 0 0 0 0 0 0 0 0 43 11:00 0 45 7 0 0 0 0 0 0 0 0 0 0 0 52

12 PM 1 49 11 0 0 0 0 0 0 0 0 0 0 0 61

13:00 0 57 9 0 1 0 0 0 0 0 0 0 0 0 67 14:00 0 54 10 1 0 0 0 0 0 0 0 0 0 0 65 15:00 0 84 12 2 2 0 0 0 0 0 0 0 0 0 100 16:00 0 91 12 2 0 0 0 0 0 0 0 0 0 0 105 17:00 2 69 11 2 0 0 0 0 0 0 0 0 0 0 84 18:00 1 73 12 0 0 0 0 0 0 0 0 0 0 0 86 19:00 0 51 6 0 0 0 0 0 0 0 0 0 0 0 57 20:00 0 30 3 0 0 0 0 0 0 0 0 0 0 0 33 21:00 0 47 5 0 0 0 0 0 0 0 0 0 0 0 52 22:00 0 25 3 0 0 0 0 0 0 0 0 0 0 0 28 23:00 0 15 1 0 0 0 0 0 0 0 0 0 0 0 16 Total 4 916 138 8 8 0 0 1 0 0 0 0 0 0 1075

Percent 0.4% 85.2% 12.8% 0.7% 0.7% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 07:00 06:00 07:00 08:00

Vol. 48 11 1 3 1 PM Peak 17:00 16:00 15:00 15:00 15:00

Vol. 2 91 12 2 2

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/09/07 0 12 1 0 0 0 0 0 0 0 0 0 0 0 13 01:00 0 6 1 0 0 0 0 0 0 0 0 0 0 0 7 02:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 4 2 0 0 0 0 0 0 0 0 0 0 0 6 04:00 0 15 1 0 0 0 0 0 0 0 0 0 0 0 16 05:00 0 51 11 0 0 0 0 0 0 0 0 0 0 0 62 06:00 0 85 11 3 0 0 0 0 0 0 0 0 0 0 99 07:00 0 93 11 1 0 0 0 4 1 0 0 0 0 0 110 08:00 0 90 11 2 0 0 0 0 0 0 0 0 0 0 103 09:00 0 71 11 0 1 0 0 0 0 0 0 0 0 0 83 10:00 0 73 8 0 0 0 0 0 0 0 0 0 0 0 81 11:00 0 35 7 0 1 0 0 0 0 0 0 0 0 0 43

12 PM 0 55 7 0 0 0 0 0 0 0 0 0 0 0 62

13:00 1 65 12 1 0 0 0 1 0 0 0 0 0 0 80 14:00 0 60 8 0 0 0 0 1 0 0 0 0 0 0 69 15:00 0 72 14 3 0 0 0 1 0 0 0 0 0 0 90 16:00 0 121 24 6 2 0 0 1 0 1 0 0 0 0 155 17:00 2 144 20 4 4 0 0 0 0 0 0 0 0 0 174 18:00 1 94 12 4 0 0 0 0 0 0 0 0 0 0 111 19:00 0 62 8 0 0 0 0 0 0 0 0 0 0 0 70 20:00 0 54 5 0 0 0 0 0 0 0 0 0 0 0 59 21:00 0 47 4 0 0 0 0 0 0 0 0 1 0 0 52 22:00 0 33 2 0 0 0 0 0 0 0 0 0 0 0 35 23:00 0 18 2 0 0 0 0 0 0 0 0 0 0 0 20 Total 4 1362 193 24 8 0 0 8 1 1 0 1 0 0 1602

Percent 0.2% 85.0% 12.0% 1.5% 0.5% 0.0% 0.0% 0.5% 0.1% 0.1% 0.0% 0.1% 0.0% 0.0% AM Peak 07:00 05:00 06:00 09:00 07:00 07:00

Vol. 93 11 3 1 4 1 PM Peak 17:00 17:00 16:00 16:00 17:00 13:00 16:00 21:00

Vol. 2 144 24 6 4 1 1 1

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/10/07 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 01:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 04:00 0 18 5 0 0 0 0 0 0 0 0 0 0 0 23 05:00 0 48 7 0 0 0 0 0 0 0 0 0 0 0 55 06:00 0 65 8 1 1 0 0 0 0 0 0 0 0 0 75 07:00 0 94 15 2 0 0 1 0 0 0 1 0 0 0 113 08:00 0 85 14 2 0 1 0 2 0 0 0 0 0 0 104 09:00 0 49 10 0 0 0 0 0 0 0 0 0 0 0 59 10:00 0 58 10 1 1 0 0 0 0 0 0 0 0 0 70 11:00 0 46 11 0 0 0 0 0 0 0 0 0 0 0 57

12 PM 0 61 10 0 0 0 0 0 0 0 0 0 0 0 71

13:00 1 53 11 0 1 0 0 1 0 0 0 0 0 0 67 14:00 0 71 11 1 0 0 0 2 0 0 0 0 0 0 85 15:00 0 96 19 3 3 0 0 1 0 0 0 0 0 0 122 16:00 0 114 15 3 1 0 0 0 0 0 0 0 0 0 133 17:00 1 148 20 4 2 0 0 0 0 0 0 0 0 0 175 18:00 1 129 14 3 2 0 0 2 0 0 0 0 0 0 151 19:00 1 100 12 2 0 0 0 0 0 0 0 0 0 0 115 20:00 0 55 5 0 0 0 0 0 0 0 0 0 0 0 60 21:00 0 35 5 0 0 0 0 0 0 0 0 0 0 0 40 22:00 0 35 3 0 0 0 0 0 0 0 0 0 0 0 38 23:00 0 18 2 0 0 0 0 0 0 0 0 0 0 0 20 Total 4 1392 208 22 11 1 1 8 0 0 1 0 0 0 1648

Percent 0.2% 84.5% 12.6% 1.3% 0.7% 0.1% 0.1% 0.5% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 07:00 06:00 08:00 07:00 08:00 07:00

Vol. 94 15 2 1 1 1 2 1 PM Peak 13:00 17:00 17:00 17:00 15:00 14:00

Vol. 1 148 20 4 3 2

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/11/07 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 01:00 0 7 0 0 0 0 0 0 0 0 0 0 0 0 7 02:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 03:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 04:00 0 18 1 0 0 0 0 0 0 0 0 0 0 0 19 05:00 0 46 10 0 0 0 0 0 0 0 0 0 0 0 56 06:00 0 83 12 0 0 0 0 0 0 0 0 0 0 0 95 07:00 0 98 14 2 1 0 0 0 0 0 0 0 0 0 115 08:00 0 103 13 2 1 1 0 0 0 0 0 0 0 0 120 09:00 0 72 13 1 1 0 0 1 0 0 0 0 0 0 88 10:00 0 76 10 0 0 0 0 0 0 0 0 0 0 0 86 11:00 0 39 4 0 3 0 0 0 0 0 0 0 0 0 46

12 PM 1 69 8 1 0 0 0 0 0 0 0 0 0 0 79

13:00 0 70 13 1 0 0 0 0 0 0 0 0 0 0 84 14:00 0 61 10 0 1 0 0 0 0 0 0 0 0 0 72 15:00 0 73 16 2 0 0 0 1 0 0 0 0 0 0 92 16:00 1 116 19 4 3 0 0 1 0 0 0 0 0 0 144 17:00 0 165 24 4 2 0 0 0 0 0 0 0 0 0 195 18:00 0 109 13 1 1 0 0 0 1 0 0 0 0 0 125 19:00 0 76 12 0 0 0 0 0 0 0 0 0 0 0 88 20:00 0 54 9 0 0 0 0 0 0 0 0 0 0 0 63 21:00 0 35 2 0 0 0 0 0 0 0 0 0 0 0 37 22:00 0 29 5 0 0 0 0 0 0 0 0 0 0 0 34 23:00 0 25 3 0 0 0 0 0 0 0 0 0 0 0 28 Total 2 1438 211 18 13 1 0 3 1 0 0 0 0 0 1687

Percent 0.1% 85.2% 12.5% 1.1% 0.8% 0.1% 0.0% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 07:00 07:00 11:00 08:00 09:00

Vol. 103 14 2 3 1 1 PM Peak 12:00 17:00 17:00 16:00 16:00 15:00 18:00

Vol. 1 165 24 4 3 1 1

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/12/07 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 01:00 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 02:00 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 03:00 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 04:00 0 17 1 0 0 0 0 0 0 0 0 0 0 0 18 05:00 0 38 7 0 0 0 0 0 0 0 0 0 0 0 45 06:00 0 69 13 1 1 0 0 0 0 0 0 0 0 0 84 07:00 0 92 15 0 1 0 0 0 0 0 0 0 0 0 108 08:00 0 80 15 3 1 0 0 0 0 0 0 0 0 0 99 09:00 0 61 14 2 0 0 0 0 0 0 0 0 0 0 77 10:00 0 54 6 1 0 0 0 0 0 0 0 0 0 0 61 11:00 0 31 4 0 0 0 0 0 0 0 0 0 0 0 35

12 PM 2 52 9 0 2 0 0 0 0 0 0 0 0 0 65

13:00 0 57 9 1 1 0 0 0 0 0 0 0 0 0 68 14:00 0 74 15 1 1 0 0 0 0 0 0 0 0 0 91 15:00 0 82 13 1 2 0 0 0 0 0 0 0 0 0 98 16:00 0 131 15 4 2 0 0 0 0 0 0 0 0 0 152 17:00 1 124 23 4 1 0 0 1 0 0 0 0 0 0 154 18:00 0 101 14 1 0 0 1 0 0 0 0 0 0 0 117 19:00 0 70 7 0 1 0 0 1 0 0 0 0 0 0 79 20:00 0 55 6 0 0 0 0 0 0 0 0 0 0 0 61 21:00 0 38 5 0 0 0 0 0 0 0 0 0 0 0 43 22:00 0 37 4 0 0 0 0 0 0 0 0 0 0 0 41 23:00 0 29 2 0 0 0 0 0 0 0 0 0 0 0 31 Total 3 1317 197 19 13 0 1 2 0 0 0 0 0 0 1552

Percent 0.2% 84.9% 12.7% 1.2% 0.8% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 08:00 06:00

Vol. 92 15 3 1 PM Peak 12:00 16:00 17:00 16:00 12:00 18:00 17:00

Vol. 2 131 23 4 2 1 1

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/13/07 0 14 1 0 0 0 0 0 0 0 0 0 0 0 15 01:00 0 9 0 0 0 0 0 0 0 0 0 0 0 0 9 02:00 0 13 1 0 0 0 0 0 0 0 0 0 0 0 14 03:00 0 12 0 0 0 0 0 0 0 0 0 0 0 0 12 04:00 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 05:00 0 7 1 0 0 0 0 0 0 0 0 0 0 0 8 06:00 0 22 2 0 0 0 0 0 0 0 0 0 0 0 24 07:00 0 20 2 0 1 0 0 0 0 0 0 0 0 0 23 08:00 0 21 2 0 0 0 0 0 0 0 0 0 0 0 23 09:00 0 24 6 0 0 0 0 0 0 0 0 0 0 0 30 10:00 1 30 3 0 0 0 0 0 0 0 0 0 0 0 34 11:00 1 34 2 0 0 0 0 0 0 0 0 0 0 0 37

12 PM 0 32 5 0 0 0 0 0 0 0 0 0 0 0 37

13:00 0 65 7 0 0 0 0 0 0 0 0 0 0 0 72 14:00 0 62 9 0 0 0 0 0 0 0 0 0 0 0 71 15:00 1 58 5 0 0 0 0 1 0 0 0 0 0 0 65 16:00 0 62 9 0 0 0 0 0 0 0 0 0 0 0 71 17:00 4 49 6 0 0 0 0 0 0 0 0 0 0 0 59 18:00 0 49 5 0 0 0 0 0 0 0 0 0 0 0 54 19:00 0 54 3 0 0 0 0 0 0 0 0 0 0 0 57 20:00 0 40 5 0 0 0 0 0 0 0 0 0 0 0 45 21:00 0 38 4 0 0 0 0 0 0 0 0 0 0 0 42 22:00 0 40 3 0 0 0 0 0 0 0 0 0 0 0 43 23:00 0 21 2 0 0 0 0 0 0 0 0 0 0 0 23 Total 7 781 83 0 1 0 0 1 0 0 0 0 0 0 873

Percent 0.8% 89.5% 9.5% 0.0% 0.1% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 11:00 09:00 07:00

Vol. 1 34 6 1 PM Peak 17:00 13:00 14:00 15:00

Vol. 4 65 9 1

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/14/07 0 14 1 0 0 0 0 0 0 0 0 0 0 0 15 01:00 0 15 0 0 0 0 0 0 0 0 0 0 0 0 15 02:00 0 12 0 0 0 0 0 0 0 0 0 0 0 0 12 03:00 0 11 1 0 0 0 0 0 0 0 0 0 0 0 12 04:00 0 11 0 0 0 0 0 0 0 0 0 0 0 0 11 05:00 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 06:00 0 8 2 0 0 0 0 0 0 0 0 0 0 0 10 07:00 0 11 2 0 0 0 0 0 0 0 0 0 0 0 13 08:00 0 27 5 0 0 0 0 0 0 0 0 0 0 0 32 09:00 0 49 4 0 0 0 0 0 0 0 0 0 0 0 53 10:00 0 65 10 1 1 0 0 0 0 0 0 0 0 0 77 11:00 0 35 6 0 0 0 0 0 0 0 0 0 0 0 41

12 PM 1 36 6 1 0 0 0 0 0 0 0 0 0 0 44

13:00 3 52 7 0 1 0 0 0 0 0 0 0 0 0 63 14:00 0 61 8 0 0 0 0 0 0 0 0 0 0 0 69 15:00 0 63 6 0 0 0 0 0 0 0 0 0 0 0 69 16:00 0 53 7 2 0 0 0 1 0 0 0 0 0 0 63 17:00 0 46 9 0 0 0 0 0 0 0 0 0 0 0 55 18:00 0 46 5 0 0 0 0 0 0 0 0 0 0 0 51 19:00 0 37 5 0 0 0 0 0 0 0 0 0 0 0 42 20:00 0 39 4 0 0 0 0 0 0 0 0 0 0 0 43 21:00 0 32 3 0 0 0 0 0 0 0 0 0 0 0 35 22:00 0 24 2 0 0 0 0 0 0 0 0 0 0 0 26 23:00 0 25 2 0 0 0 0 0 0 0 0 0 0 0 27 Total 4 780 95 4 2 0 0 1 0 0 0 0 0 0 886

Percent 0.5% 88.0% 10.7% 0.5% 0.2% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 10:00 10:00 10:00

Vol. 65 10 1 1 PM Peak 13:00 15:00 17:00 16:00 13:00 16:00

Vol. 3 63 9 2 1 1

Grand Total

45 14992 2134 175 86 3 8 44 3 4 2 1 1 0 17498

Percent 0.3% 85.7% 12.2% 1.0% 0.5% 0.0% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

NB

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/02/07 0 7 2 0 0 0 0 0 0 0 0 0 0 0 9 01:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 4 02:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 10 5 0 0 0 0 0 1 0 0 0 0 0 16 05:00 0 59 20 3 2 0 0 1 0 0 0 0 0 0 85 06:00 0 119 31 2 2 0 0 0 0 0 0 0 0 0 154 07:00 1 210 51 10 3 0 0 1 1 0 0 0 0 0 277 08:00 1 221 54 8 7 0 0 2 1 0 0 0 1 0 295 09:00 0 103 23 2 2 0 0 1 0 0 0 0 0 0 131 10:00 1 98 24 4 3 0 0 0 0 0 0 0 0 0 130 11:00 0 91 33 4 6 1 0 2 0 0 0 0 0 0 137

12 PM 0 72 21 5 3 0 0 0 0 0 0 0 0 0 101

13:00 1 82 24 5 2 0 0 2 0 0 0 0 0 0 116 14:00 3 137 37 7 9 1 0 1 0 0 1 0 0 0 196 15:00 1 171 39 13 13 1 0 1 1 1 0 0 0 0 241 16:00 0 206 55 11 5 1 0 0 0 0 0 1 0 0 279 17:00 1 185 45 8 9 1 0 1 2 0 0 0 1 0 253 18:00 0 140 27 5 2 1 1 0 0 0 0 0 0 0 176 19:00 0 101 21 1 2 0 0 0 0 0 0 0 0 0 125 20:00 0 60 10 1 2 0 0 0 0 0 0 0 0 0 73 21:00 0 41 7 0 0 2 0 0 0 0 0 0 0 0 50 22:00 0 42 7 1 1 0 0 0 0 0 0 0 0 0 51 23:00 0 21 5 0 1 0 0 0 0 0 0 0 0 0 27 Total 9 2183 543 90 74 8 1 12 6 1 1 1 2 0 2931

Percent 0.3% 74.5% 18.5% 3.1% 2.5% 0.3% 0.0% 0.4% 0.2% 0.0% 0.0% 0.0% 0.1% 0.0% AM Peak 07:00 08:00 08:00 07:00 08:00 11:00 08:00 04:00 08:00

Vol. 1 221 54 10 7 1 2 1 1 PM Peak 14:00 16:00 16:00 15:00 15:00 21:00 18:00 13:00 17:00 15:00 14:00 16:00 17:00

Vol. 3 206 55 13 13 2 1 2 2 1 1 1 1

BAWA 1E19 VOL CLASSIFICATION Edit Redistri 1400' North Powder Mill Rd Intestion

Date Printed: 18-Oct-07

Start Class Class Class Class Class Class Class Class Class Class Class Class Class Class Time 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Total

10/03/07 0 12 4 0 0 0 0 0 0 0 0 0 0 0 16 01:00 0 2 1 0 0 1 0 0 0 0 0 0 0 0 4 02:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 16 3 0 2 0 0 0 0 0 0 0 0 0 21 05:00 0 65 15 3 2 0 0 0 0 0 0 0 0…