MS NP NATR 3F26 Pavement Memo_adv.pdf

PDF 4 MB Posted Sep 17, 2026

Attached to: Natchez Trace Parkway Project MS NP NATR 3F26
Solicitation number: 693C73-27-B-000001
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Sep 17, 2026

This is a memorandum from the Federal Highway Administration (FHWA) providing pavement preservation recommendations for Project MS NP NATR 3F26 on the Natchez Trace Parkway in Madison County, Mississippi. The project encompasses pavement preservation and road widening construction on the Natchez Trace Parkway mainline between milepost 226.37 and 239.23, plus associated access roads and parking areas. The memorandum, prepared by K. Nguyen (Pavement Engineer) and approved through S. Islam (Pavement Team Leader), is based on field assessments conducted by Eastern Federal Lands Highway Division (EFLHD) engineers in July 2022 and Road Inventory Program Cycle 6 data collected in 2018-2019, with routes last inspected in September 2021.

The project includes eight route components: DA SR 8 Access Road (0.16 miles), DA Bynum Mounds Access Road (0.2 miles), DA Witch Dance Picnic Area Access Road (0.29 miles), DA Witch Dance Parking Areas (18,142 square feet across six parking areas), DA Bynum Mound Parking (4,359 square feet), DA Witch Dance Roadside Parking (4,533 square feet), DA Old Fossils Parking (7,791 square feet), and DA SR 32 Access Road (0.16 miles), all asphalt concrete surfaces. Pavement Condition Ratings range from 73 to 97, with conditions including low-to-moderate severity block cracking, longitudinal and transverse cracking, and raveling. Recommendations include placement of a 1.375-inch AC overlay with micro-milling of existing pavement on the mainline and ramps; pavement widening in areas with edge deterioration and lane-to-shoulder drop-offs of 2 or more inches; crack sealing and filling (11,000 linear feet on mainline, 1,070 linear feet across other routes); and full-depth patching as necessary. Work specifications reference FP-14 Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, with materials meeting Gyratory Asphalt Concrete Pavement standards and AC tack coat requirements per Section 412.

View the file

Other files

File	Type	Posted
Amendment 0001 - MS NP NATR 3F26.pdf	PDF	Oct 8, 2026
IFB Solicitation - MS NP NATR 3F26.pdf	PDF	Sep 17, 2026
ADV_Subcontracting Plan - MS NP NATR 3F26.docx	DOCX document	Sep 17, 2026
VETS-4212 Form.pdf	PDF	Sep 17, 2026
Categorical Exclusion Form (NEPA) (FHWA).pdf	PDF	Sep 17, 2026
FP24_Eng.pdf	PDF	Sep 17, 2026
ADV_Bidders Qualifications Form.doc	DOC document	Sep 17, 2026
Categorical Exclusion Form (NEPA) (NPS).pdf	PDF	Sep 17, 2026
Plans - MS NP NATR 3F26.pdf	PDF	Sep 17, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Page 1 of 10 Pages

Form FHWA-201

(Rev. 11-67)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

Use this form in lieu of transmittal slips within Dept. of Trans. When message comment is to be retained as file material. Do not prepare carbons. Not to be used in lieu of Form FHWA-121 for informal correspondence. MINUTE-MEMO

SUBJECT: Project MS NP NATR 3F26– Pavement Recommendations

TO MESSAGE/COMMENT FROM/DATE

R. Satasiya

Project

Manager

C. Burnell

Highway

Design

Manager

This memorandum serves to support the PS&E development for MS NATR 3F26 located in

Madison County, Mississippi. This project includes the pavement preservation of the

Natchez Trace Parkway mainline between MP 226.37 and MP 239.23 in addition to State

Route Access Roads and parking areas. A Project Location Map is included in Appendix A.

The recommendations herein are based on findings from the field assessment performed by

Eastern Federal Lands Highway Division (EFLHD) engineers in July 2022 and review of the Road Inventory Program (RIP) Cycle 6 (C6) data.

BACKGROUND

This project includes preventative preservation and road widening construction on the

Natchez Trace Parkway between MP 226.55 to MP 239.23 in addition to parking areas and ramps within the milepost limits. The routes included in this project in addition to the mainline are listed below.

• DA SR 8 Access Road (NATR-0145) is a 0.16 mile, two-lane, two-way, asphalt concrete (AC) roadway

• DA Bynum Mounds Access Road (NATR-0195) is a 0.2 mile, one-lane, one-way

AC roadway

• DA Witch Dance Picnic Area Access Road (NATR-0196) is a 0.29-mile, two-lane, two-way AC roadway

• DA Witch Dance Parking Areas (NATR-1062ZZ) are a 18,142 square foot, series of 6 AC parking areas

• DA Bynum Mound Parking (NATR-0959) is a 4,359 square foot, AC parking area

• DA Witch Dance Roadside Parking (NATR-0960) is a 4,533 square foot, AC parking area

• DA Old Fossils Parking (NATR-0961) is 7,791 square foot, AC parking area

• DA SR 32 Access Road (NATR-0146) is a 0.16 mile, two-lane, two-way, asphalt concrete (AC) roadway

Project MS NP NATR 3F24, completed in 2014 focused on resurfacing and rehabilitating pavements affected by cracking and subgrade failure between MP 204 and MP 240. This consisted primarily of a wedge and level with 2-inch AC overlay.

Considerations for this project include lane widening near deteriorated edges of mainline

Natchez Trace Parkway and intersection ramps, repair and overlay of parking areas experiencing cracking, and ADA ramp replacement.

Road condition data was most recently collected in 2018 and 2019 for the Road Inventory

Program (RIP). The following data was collected in Cycle 6. Routes included in this project were last inspected in September of 2021. A summary of Pavement Condition Ratings

K. Nguyen

Pavement

Engineer

Through:

S. Islam

Pavement Team

Leader

9/3/2025

Page 2 of 10 Pages

(PCR) and pavement conditions based on the condition survey conducted in July 2022 are included in Table 1. A summary of RIP data for C6 is included in Appendix B.

Table 1: Pavement Condition Summary

Route Name

PCR

(September

2021)

Pavement Condition

(July 2022)

DA Motor Road

(NATR-0001E)

Low severity block cracking, longitudinal, and transverse cracking.

DA SR 8 Access Road

(NATR-0145)

Low severity block cracking.

Moderate severity longitudinal cracking.

DA Bynum Mounds Access Road

(NATR-0195)

Low severity block cracking, longitudinal cracking.

DA Witch Dance Picnic Area

Access Road

(NATR-0196)

Low severity block cracking, longitudinal cracking, and transverse cracking.

DA Witch Dance Roadside

Parking

(NATR-0960)

Low severity raveling and block cracking.

DA Witch Dance Parking Areas

(NATR-1062ZZ)

Low severity transverse cracking. Raveling.

DA Bynum Mound Parking

(NATR-0959)

Moderate severity raveling.

Low severity block cracking.

DA Old Fossils Parking

(NATR-0961)

Raveling, low severity longitudinal cracking, and block cracking.

DA SR 32 Access Road

(NATR-0146)

Low severity longitudinal cracking. Moderate severity transverse cracking.

Page 3 of 10 Pages

Figure 1. Start of Route at MP 225.95 – NATR-0001E

Figure 2. Longitudinal Cracking – NATR 0001E

Page 4 of 10 Pages

Figure 3. Sealant on Bridge Joint – NATR-0001E

Figure 4. Edge Cracking – NATR-0001E

Figure 5. Low Severity Transverse Cracking – NATR-0001E

Page 5 of 10 Pages

Figure 6. Erosion at Bridge Abutment – NATR-0001E

Figure 7. Moderate Severity Transverse Cracking – NATR-0001E

Page 6 of 10 Pages

Figure 8. ADA Ramp at Witch Dance parking lot – NATR-1062BZ

Page 7 of 10 Pages

PRELIMINARY PAVEMENT RECOMMENDATIONS

Based on the pavement conditions observed during the field assessment, we recommend the following pavement rehabilitation strategies. The recommendations included here reference the FP-14 “Standard Specifications for Construction of Roads and Bridges on Federal

Highway Projects”.

Natchez Trace Parkway Mainline

We recommend placement of a 1.375-inch AC overlay on Parkway mainline. Prior to the overlay, 1.375 inches of the existing AC will be milled eliminate the grade raise. Table 2 details the minimum requirements.

Table 2: Mill and Overlay – Natchez Trace Parkway Mainline

Layer Minimum

Thickness (in) Comments

AC Surface

(Existing)

1.375 AC Micro Milling as per Section 413

AC Surface Course 1.375

Gyratory Asphalt Concrete Pavement

(GACP) 3/8” Nominal Maximum Size

Aggregate (NMSA), <0.3 million

ESAL, Type I-A Roughness

AC Tack Coat --- AC Tack Coat as per Section 412

Natchez Trace Parkway Mainline Ramps and Parking Area

We recommend placement of a 1.375-inch AC overlay on the ramps and parking areas adjacent to the Natchez Trace Parkway mainline. Prior to the overlay, 1.375 inches of the existing AC will be micro milled to eliminate the grade raise. Table 3 details the minimum requirements.

Table 3: Mill and Overlay – Natchez Trace Parkway Ramps and Parking Areas

Layer Minimum

Thickness (in) Comments

AC Surface

(Existing)

1.375 AC Micro Milling as per Section 413

AC Surface Course 1.375 GACP, 3/8” NMSA, <0.3 million

ESAL, Type IV Roughness

AC Tack Coat --- AC Tack Coat as per Section 412

Natchez Trace Parkway Mainline Ramps Widening

Significant edge deterioration and lane to shoulder drop off 2 or more inches exists along stretches of the Parkway mainline. Pavement widening will be conducted along those areas to fix the deterioration and lane to shoulder drop off. Table 4 presents the minimum requirements.

Page 8 of 10 Pages

Table 4: Widening Recommendations

Layer Minimum Thickness (in) Comments

AC Surface Course 1.375

GACP, 3/8” NMSA, 0.3 to

<0.3 million ESAL, Type I-

A Roughness

AC Tack Coat --- AC Tack Coat as per

Section 412

AC Intermediate

Course 3.0

Asphalt Concrete

Pavement, Type I, as per

Section 403

AC Tack Coat --- AC Tack Coat as per

Section 412

AC Base Course 3.0

Asphalt Concrete

Pavement, Type I, as per

Section 403

After the 1.375” micro milling, the existing pavements may require the following repairs prior to placing the proposed final 1.375” overlay.

• Perform Full Depth Patch (FDP Type II) as necessary, in areas exhibiting fatigue cracking, settlement, or potholes. Such areas should be identified by the CO. Patch areas should be performed in accordance with Section 418.

• Perform Crack Sealing and Filling at least a week prior to placing the overlay preservation treatment. Crack sealing (crack width ¼-inch to less than -inch) and filling (crack width greater than 1-inch) should be performed in accordance with

Section 414. It is recommended to have as much time as possible, typically 6 to 12 months or one season per industry practice, between the crack sealing operation and a hot surface treatment application. That time will allow for the crack sealant to set into the cracks and cure under vehicular traffic. This will also prevent too much sealant under the surface treatment resulting in better performance. If crack sealing occurs prior to 6 months from the preservation treatment application, it is recommended to use a recessed configuration by applying the sealant so that it sets below the surface. This reduces the risk of the sealant melting and potentially bubbling back through the subsequent hot surface treatment applications.

At the time of the creation of this memorandum, it is our understanding that patching and asphalt wedge and leveling quantities will be marked by EFLHD construction during a later field visit. Table 5 presents the crack sealing and filling quantities.

Page 9 of 10 Pages

Table 5: Crack Sealing and Filling Quantities

Route Crack Sealing and Filling (Linear Feet)

NATR-0001E 11,000

NATR-0145 25

NATR-0146 25

NATR-0195 25

NATR-0196 25

NATR-0960 300

NATR-0961 100

NATR-1062AZ 250

NATR-106BZ 325

NATR-1062CZ 150

Page 10 of 10 Pages

APPENDICES

Appendix A: Project Location Map

Appendix B: Cycle 6 RIP Report cc: Highway Design BC, TS BC w/ attachments

APPENDIX A

Project Location Map

�� !"#$%&'("#)�*#' +�,*-*+�./'0 1+�213"'0/4+� 1('"0"13�5�6%'4�+�.*768+�9$.$+�:;8+�<5$+�<-6;<+�."%7/#"+�2.<+�=/>/#3"'�<?+�8'>1/1("�$&'@"A+�*#' �B/4/1+��*C2+�*#' �6D 1/�E,%1F�=%1FG+�E(G�84"1$3'""3�/4(%13' H&3%'#+�/1>�3D"�.2$�9#"'�6%00&1 3A �IJK�

L��IMM��N��IO��P�I��Q��JRSO��IMI�P��OP�N��I�NRTT��J�R��I�NP

UVWX�YZ[\UVWX�YZ[]

UVWX�Ŷ\̂_UVWX�Ŷ\̂`

UVWX�Yaa\ UVWX�YZ\bcc UVWX�YaY]UVWX�Y\̂a UVWX�Y\̂^UVWX�Y\̂]UVWX�YaY\UVWX�YZ[Y UVWX�YYZ[̂ccUVWX�YZ\dUVWX�YZ\ZccUVWX�Ŷ]Z

UVWX�YZ[[

UVWX�YZ[a

UVWX�Ŷ\Y

UVWX�YYŶe fghi

APPENDIX B

Cycle 6 RIP Route Condition Data

-'." "(/�0$(12/2$(�3'/2(4�5-0367��8� �9�� ,��&$(42/�12(':�0#';<�=(1">�� ?�@�� 7��,,�� A��B�#%';"�0$(12/2$(�3'/2(4�5B036C#'()."#)"�0#';<2(4�=(1">-'/;D2(4�=(1">3�//2(4�=(1">=(/"#('/2$(':�3$�4D("))�=(1">�5=3=6-'."1�E21/D�5%/6&'("�E21/D�5%/6 3$�4D("))�0$(12/2$(�=(1">�530=6F::24'/$#�0#';<�=(1">B/#�;/�#':�0#';<�=(1">

GHIJKLGGKJKLGGMJKLGGNJKLGGOJKLGGLJKLGGPJKL QRSJ�IIITU

B$�#;")V�W)#2X�YW3WX�Z'# 2(X�=(/"# '[X�2(;#" "(/�-�0$#[\X�ZW]0̂ X�_BZBX�̀F̂ X��-BX��30F�X�Z"$]')"X�=Z�X�a'1')/"#��&X�̂#1('(;"�B�#."bX�W)#2�c'['(X�dWC=X�W)#2�0D2('�5Y$(4�a$(46X�5;6�̂["(B/#""/d'[;$(/#2!�/$#)X�'(1�/D"�Z=B�_)"#�0$ �(2/b

e��f�	��g8�
7hi	j�kkklj��m��h	h7�7hm�

n n nno\pqr nnq\pq nns\pq nnt\pq nnu\pqr r r rpvnpvnwnwos\qoFB-YF&C nx\orw\s no\rrw\u nnx\srw\p nno\xrw\u nno\trw\t nnx\qrw\uusrwwrwwpq ptrwwpqptpxrwwrwwuupq rwwuupx uqrwwrwwpxps rwwpxps unrwwrwwpppu rwwpupp porwwrwwpupr rwwprpq urrwwrwwpqpu rwwpqpt rwwrwwrwwrwwrwwrww ptpqpspuprpu y'/'�0$::";/2$(�z"D2;:"�5y0z6�3'/2(4

7��9��{��,��9��7��97�0$:$#)�$(� '[�#"[#")"(/�;$(12/2$(�);$#")�'/�w\rw| 2:"�2(/"#.':)\�B""�F[["(12>�%$#�1"%2(2/2$()�'(1�%$# �:')\}��~l�� k��~k� j?��lkk� e��7��

GHIJKIGHLJKIGHHJKIGHGJKIGHMJKIGHNJKIGGKJKIGGOJKI PQRJ�NNNMS

B$�#;")T�U)#2V�WU3UV�X'# 2(V�=(/"# 'YV�2(;#" "(/�-�0$#YZV�XU[0\V�]BXBV�̂F\V��-BV��30F�V�X"$[')"V�=X�V�_'1')/"#��&V�\#1('(;"�B�#."̀V�U)#2�a'Y'(V�bUC=V�U)#2�0D2('�5W$(4�_$(46V�5;6�\Y"(B/#""/b'Y;$(/#2!�/$#)V�'(1�/D"�X=B�])"#�0$ �(2/̀

c��d�	��e8�
7fg	h�iiijh��k��f	f7�7fk�

l l llmZmno lpqZmn lpoZmn lplZmn lppZmno o o omrlmrlqlqstZnsFB-WF&C lpZsoqZt lsoqZm llsZloqZt llpZnoqZu llnZloqZm llpZvoqZmunoqqoqqmt mnoqqmnmumtmmoqqvsvv oqqvsmq vqoqqoqqmtmv oqqmtmv vnoqqoqqmqmu oqqmqms oqsoqqoqqvnvs oqqvsmq vooqqoqqmnmv oqqmnmu oqqoqqoqqoqqoqqoqq mnvvmvmuvsmv w'/'�0$::";/2$(�x"D2;:"�5w0x6�3'/2(4

7��9��y��,��9��7��97�0$:$#)�$(� 'Y�#"Y#")"(/�;$(12/2$(�);$#")�'/�qZoqz 2:"�2(/"#.':)Z�B""�FYY"(12>�%$#�1"%2(2/2$()�'(1�%$# �:')Z{��|j}�~�� ~��}��i�}�|i� h?��}�jii� c��7��

GHIJKLGMKJKLGMNJKLGMOJKLGMPJKLGMLJKLGMHJKLGMMJKL QRSJ�IIITUB$�#;")V�W)#2X�YW3WX�Z'# 2(X�=(/"# '[X�2(;#" "(/�-�0$#[\X�ZW]0̂ X�_BZBX�̀F̂ X��-BX��30F�X�Z"$]')"X�=Z�X�a'1')/"#��&X�̂#1('(;"�B�#."bX�W)#2�c'['(X�dWC=X�W)#2�0D2('�5Y$(4�a$(46X�5;6�̂["(B/#""/d'[;$(/#2!�/$#)X�'(1�/D"�Z=B�_)"#�0$ �(2/b

e��f�	��g8�
7hi	j�kkklj��m��h	h7�7hm�

n n nop\qrs nor\qr not\qr nou\qr nov\qrs s s sqwnqwnxnxpt\rpFB-YF&C no\psx\t npsx\q nno\psx\u nno\qsx\q nno\usx\t nno\usx\vtqsxxsxxqq qqsxxqqqqupsxxsxxqqqq sxxqqqq vxsxxsxxqqqt sxxqtqv vqsxxsxxqqqq sxxqqqq ursxxsxxqrqs sxxqsqr vssxxsxxqrqv sxxqrqu sxxsxxsxxsxxsxxsxx qqqqqtqqqsqv y'/'�0$::";/2$(�z"D2;:"�5y0z6�3'/2(4

7��9��{��,��9��7��97�0$:$#)�$(� '[�#"[#")"(/�;$(12/2$(�);$#")�'/�x\sx| 2:"�2(/"#.':)\�B""�F[["(12>�%$#�1"%2(2/2$()�'(1�%$# �:')\}��~l�� k��~k� j?��lkk� e��7��

G HIJK�GLMN

B$�#;")O�P)#2Q�RP3PQ�S'# 2(Q�=(/"# 'TQ�2(;#" "(/�-�0$#TUQ�SPV0WQ�XBSBQ�YFWQ��-BQ��30F�Q�S"$V')"Q�=S�Q�Z'1')/"#��&Q�W#1('(;"�B�#."[Q�P)#2�\'T'(Q�]PC=Q�P)#2�0D2('�5R$(4�Z$(46Q�5;6�WT"(B/#""/]'T;$(/#2!�/$#)Q�'(1�/D"�S=B�X)"#�0$ �(2/[

�̂��_�	��̀8�
7ab	c�defg��h��7�i�h99c��7ah�

j j kkUlmnojnojkjkkUlmFB-RF&C jpUqllUl jpUqllUl�oFnnlkknr ns�oFnsns�oFnnlkknrns

�oFnsns lkklkk nsns t'/'�0$::";/2$(�u"D2;:"�5t0u6�3'/2(4

7��9��v��,��9��7��97�0$:$#)�$(� 'T�#"T#")"(/�;$(12/2$(�);$#")�'/�kUlkw 2:"�2(/"#.':)U�B""�FTT"(12>�%$#�1"%2(2/2$()�'(1�%$# �:')Ux��yez�if� {��ig�z�|f��d�z�yd� c?��|g�z�edd� �̂��7��

HIJK�GLMN

�̂��_�	��̀8�
7ab	c�defg��h�Aî b��ab̂ ��h99c��7ah�

j j kkUlmnlmnlklkkUlFB-RF&C joUljpUq joUljpUq�nFmmjkkmo mp�nFmpmp�nFmmjkkmomp

�nFmpmp jkkjkk mpmp r'/'�0$::";/2$(�s"D2;:"�5r0s6�3'/2(4

7��9��t��,��9��7��97�0$:$#)�$(� 'T�#"T#")"(/�;$(12/2$(�);$#")�'/�kUjku 2:"�2(/"#.':)U�B""�FTT"(12>�%$#�1"%2(2/2$()�'(1�%$# �:')Uv��wex�yz� {��yg�x�fz��d�x�wd� c?��fg�x�edd� �̂��7��

GHIJK�GLMN

�̂��_�	��̀8�
7ab	c�defg��h�+
	9i��ĥ 9c��

9̂ 9�h7ch�h99c��7ah� j j kkUjllmnkmjkjkkUjlFB-RF&C opUoooUn opUoooUn�mFlqokklq lr�mFlrlr�mFlqokklqlr

�mFlrlr okkokk lrlr s'/'�0$::";/2$(�t"D2;:"�5s0t6�3'/2(4

7��9��u��,��9��7��97�0$:$#)�$(� 'T�#"T#")"(/�;$(12/2$(�);$#")�'/�kUokv 2:"�2(/"#.':)U�B""�FTT"(12>�%$#�1"%2(2/2$()�'(1�%$# �:')Uw��gex�yz� {��y|�x�fz��d�x�gd� c?��f|�x�edd� �̂��7��

	��
��	�� !�"�#�$�� %
	#��
	�&��	'�(�)%&+,-./ 0120-3�45678 1+990:;��<� �=48<88<8484 77>=8?3@A�BCDEFGFCD�H@CID�CD�G@FH�JKLA�MANOABGH�G@A�CPAMKOO�MCQGA�BCDEFGFCD�KDE�RKS�DCG�MANOABG�FDEFPFEQKO�HQTBCRJCDADG�MKGFDLH5

&U��V� WXYZZ[��"��%\��%V�)�&]��̂ ��&V��$�_��)��̀a�� bcdbef 1QRRKMS�:CQGA9KDQKO�:KGFDL0gh0/ij3�3k�:k+3i�47=l�mg0�n.3/2�g0j/i�*./j./�0:i0�0//i11�:k0go�kj�-ip3�0jg�:.q23�1.gi1

#��
��'�	#�r�)�s��	��%
#��
�&��	'��)%&�1AA�0JJADEFt�NCM�EANFDFGFCDH�KDE�NCMRQOKH��X u�vw�

#��vx�u�yw�)

��W�u�XW� Vz�� yx�u� WW� �

4 8�4 ?l4pAAG� XuYW�

	��
��	�� !"��" #�	��$$%�&�'��
��	'��
	��(�)��

	'��
	��	*�+�,��,��	��
��	'��
	-

./0.1234�45�65742�89:-�;/.�<=41>�/.312�?=13=1�.62.�.112@@�65./A�.4�B?�8C8D�53�E2F4GHGGHG8G8IJ-K: 15316242?62L234=L2�B.=3423.312 M55/��H��:835�176N�.3/�M744268C8:K99O:GI ?7NE=1 .@?>.E4E=M>4�62?.=6

PQR$S

�T��U�$SPR�VW��&��X��U�XT��U��#U��,��Y��)@Z[\]̂ _]̀àb�]c�6]Zba�3.46d98-GeeBf̀Zfg�6fbh̀i��j��,��kl��

'��
�#�*�	'�m�,��	��
'��
��	*��,�� @aa�.__ànho�c]p�nach̀hbh]̀q�f̀n�c]p̂Zgfq��P$Q�rs )

'��rt�Q�us , ��S�Q�PS Uv�� ut�Q�$SS � wxyz{|}~wxyz�|{~�� wxyz�|{~��8 I8 988Faab

	��
��	�� !"��" #�	��$$%�&�'��
��	'��
	��(�)��

	'��
	��	*�+�,��,��	��
��	'��
	-

./0.1234�45�65742�89:;�</.�=>41?�/.312�@>13>1�.62.�.112AA�65./B�.4�C@�8D98�53�6>E?4FGF9GF8F89HI8- 15316242@62J234>J2�C.>3423.312 E55/��G��:835�176K�.3/�E744268D8F:99-:FL @7KM>1 .A@?.M4M>E?4�62@.>6

NOP$$

�Q��R�$SNPTUV��&��W��R��Q��Q��Q��,��X��)AYZ[\]̂ \_̀_a�\b�6\Yà�3.46c98;FddCe_Yef�6eag_h��i��,��jk��

'��
�#�*�	'�l�,��	��
'��
��	*��,�� À �̀.̂ ^̀_mgn�b\o�m̀bg_gag\_p�e_m�b\o]Yfep��N$O�qr )

'��qs�O�tr , ��S�O�NS Ru�� ts�O�$SS � vwxyz{|} vwxy�{z}~��vwxy�{z}~��8 �8 ;8�̀ à

	��
��	�� !"��" #�	��$$%�&�'��
��	'��
	��(�)��

	'��
	��	*�+�,��,��	��
��	'��
	-

./0.1234�45�65742�89:;�</.�=>41?�/.312�@>13>1�.62.�.112AA�65./B�.4�C@�8D99�53�E2F4GHG9HG8G8GI8:: 15316242@62J234>J2�C.>3423.312 K55/��H��:835�176L�.3/�K744268D8M;99N:G- @7LE>1 .A@?.E4/5�354?>3K

OPQ$Q

�R��S�$TOQ�UV��&��W��S�,��,��X��)�$AYZ[\]̂ \_̀_a�\b�6\Yà�3.46c98;GddCe_Yef�6eag_h��i��,��jk��

'��
�#�*�	'�l�,��	��
'��
��	*��,�� À �̀.̂ ^̀_mgn�b\o�m̀bg_gag\_p�e_m�b\o]Yfep��O$P�qr )

'��qs�P�tr , ��T�P�OT Su�� ts�P�$TT � vwxyz{|}vwxy�{z}~��8 M8 ;8F̀ à

	��
��	�� !"��" #�	��$$%�&�'��
��	'��
	��(�)��

	'��
	��	*�+�,��,��	��
��	'��
	-

./0.1234�45�65742�89:;�</.�=>41?�/.312�@>13>1�.62.�.112AA�65./B�.4�C@�8DE8�53�6>F?4EGE9GE8E89HI9I 15316242@62J234>J2�C.>3423.312 F55/��G��:835�176K�.3/�F744268D8E;99-:EI @7KL>1 .A@?.L4L>F?4�62@.>6

MNO$P

�Q��R�$SMO�TU��&��V��R�,��,��W��)�OAXYZ[\][̂_̂ �̀[a�6[X̀_�3.46b98;EccCd̂Xde�6d̀f̂g��h��,��ij��

'��
�#�*�	'�k�,��	��
'��
��	*��,�� A__�.]]_̂lfm�a[n�l_af̂f̀f[̂o�d̂l�a[n\Xedo��M$N�pq )

'��pr�N�sq , ��S�N�MS Rt�� sr�N�$SS � uvwxyz{|uvwx�zy|}~��8 �8 ;8�__̀

	��
��	�� !"��" #�	��$$%�&�'��
��	'��
	��(�)��

	'��
	��	*�+�,��,��	��
��	'��
	-

./0.1234�45�65742�89:;�</.�=>41?�/.312�@>13>1�.62.�.112AA�65./B�.4�C@�8DEF�53�6>G?4EHE9HE8E8IJ:-E 15316242@62K234>K2�C.>3423.312 G55/��H��:835�176L�.3/�G744268D8M-99I:E- @7LN>1 .A@?.N4N>G?4�62@.>6

OPQ$R

�S��T�$UOQTVW��&��X��T�X��,�,��,��Y��)AZ[\]̂ _]̀àb�]c�6]Zba�3.46d98;EeeCf̀Zfg�6fbh̀i��j��,��kl��

'��
�#�*�	'�m�,��	��
'��
��	*��,�� Aaa�.__ànho�c]p�nach̀hbh]̀q�f̀n�c]p̂Zgfq��O$P�rR )

'��rs�P�tR , ��U�P�OU Tu�� ts�P�$UU � vwxyz{|}vwxy�{z}~��8 ;8 9E8�aab

	��
��	�� !"��" #�	��$$%�&�'��
��	'��
	��(�)��

	'��
	��	*�+�,��,��	��
��	'��
	-

./0.1234�45�65742�89:;�</.�=>41?�/.312�@>13>1�.62.�.112AA�65./B�.4�C@�8DEF�53�6>G?4EHE9HE8E8EI9JK 15316242@62L234>L2�C.>3423.312 G55/��H��:835�176M�.3/�G744268D8KJ99N:E- @7MO>1 .A@?.O4O>G?4�62@.>6

PQR$S

�T��U�$VPR�WX��&��Y��U�,��,��Z��)�[A\]̂_̀ a_bcbd�_e�6_\dc�3.46f98;EggChb\hi�6hdjbk��l��,��mn��

'��
�#�*�	'�o�,��	��
'��
��	*��,�� Acc�.aacbpjq�e_r�pcejbjdj_bs�hbp�e_r̀\ihs��P$Q�tu )

'��tS�Q�vu , ��V�Q�PV Uw�� vS�Q�$VV � xyz{|}~�xyz{�}|��8 N8 J8�ccd

	��
��	�� !"��" #�	��$$%�&�'��
��	'��
	��(�)��

	'��
	��	*�+�,��,��	��
��	'��
	-

./0.1234�45�65742�89:-�;/.�<=37>�>573/?�.112??�65./@�.4�>A�8B9C�53�6DEF4GHG9HG8G8CIJ-: 15316242KDEF4�J6�462.4>234? L.D6��H��MJ35�176<�.3/�E744268B8M-NMMGM A7<KD1 .?AF.K4/5�354FD3E

OPQR

�S��T�UVWVX��YZ��S��,��[��)>\]̂\_�6\̀a]b��c��,��de��

'��
�#�*�	'�f�,��	��
'��
��	*��,�� ?gg�.hhg]iaj�klm�igka]àal]n�\]i�klmô _\n��O$P�pR )

'��pW�P�VR , ��U�P�OU Tq�� VW�P�$UU � rstuvwxyrstu�vxyxz8 N8 9G8Lgg̀

	��
��	�� !"��" #�	��$$%�&�'��
��	'��
	��(�)��

	'��
	��	*�+�,��,��	��
��	'��
	-

./01�/0234�55564�789�1030/�/098:�93�1;�<=>?-@�0A�B4.330�/0234�55564�789�1030/�/098:�93�1;�<=>?>6�0A�B4.3<C<6C<5<5-D>== E0AE/434;/4F4A3GF4�19GA34A9AE4 H008��C��I5A0�E2/J�9A8�H2334/5?5K@LKK<I ;2JBGE 9M;N9B3BGHN3�/4;9G/

OPQR

�S��T�UVOUW��&��X��T��S��T�,��Y��)1Z[\Z]�/Ẑ_[̀��a��,��bc��

'��
�#�*�	'�d�,��	��
'��
��	*��,�� Mee�9ffe[g_h�ijk�gei_[_̂_j[l�Z[g�ijkm\]Zl��O$P�no )

'��nR�P�Vo , ��U�P�OU Tp�� VR�P�$UU � qrstuuuvwqrst�uxyuz5 L5 6<5.eê

	��
��	�� !"��" #�	��$$%�&�'��
��	'��
	��(�)��

	'��
	��	*�+�,��,��	��
��	'��
	-

./01�/0234�55564�789�1030/�/098:�93�1;�<=>?<=�0@�/ABC330�/0234�55564�789�1030/�/098:�93�1;�<=>?<D�70@�/ABC3:<E<6E<5<5>F>G6 H0@H/434;/4I4@3AI4�19A@34@9@H4 B008��E��G5@0�H2/J�9@8�B2334/5?6=-K>>=5 ;2JLAH 9M;C9L31084/934�/4;9A/

NOPN

�Q��R�STN$U��Q#��Q��#��,��V��)1WXYWZ�/W[\X]��̂��,��_̀ ��

'��
�#�*�	'�a�,��	��
'��
��	*��,�� Mbb�9ccbXd\e�fgh�dbf\X\[\gXi�WXd�fghjYZWi��N$O�kl )

'��km�O�Tl , ��S�O�NS Rn�� Tm�O�$SS � opqrssstu opqr�svwtx5 6-5 <y5.bb[

GHIJK�GLMN

�̂��_�	��̀8�
7ab	c�defg��h��7�ij�h99c��7ah�

k k llUlmmnolnklkllUlmFB-RF&C kpUqqqUk kpUqqqUk�nFmrqllss ml�nFssss�nFmrqllssml

�nFssss qllqll mlml t'/'�0$::";/2$(�u"D2;:"�5t0u6�3'/2(4

7��9��v��,��9��7��97�0$:$#)�$(� 'T�#"T#")"(/�;$(12/2$(�);$#")�'/�lUqlw 2:"�2(/"#.':)U�B""�FTT"(12>�%$#�1"%2(2/2$()�'(1�%$# �:')Ux��gey�zf� {��z|�y�}f��d�y�gd� c?��}|�y�edd� �̂��7��

MS NP NATR 3F26 Pavement Memo_Sept2025.pdf

NATR3f26 Appendix.pdf

sr8accessroad

bynummoundsparking

witchdancepicnic

oldfossilsparking

sr32accessroad

	2025-09-03T14:45:45-0400
MD SHAHIDUL ISLAM

	2025-09-03T14:49:24-0400
KENNETH NGUYEN

File details come from the government source that posted it. Updated Sep 17, 2026.