Pavement Recommendations.pdf
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- Attached to
- Blue Ridge Parkway Federal contract opportunity
- Solicitation number
- 693C73-24-B-000002
About this file
This document is a solicitation for pavement recommendations on sections of the Blue Ridge Parkway. The solicitation number is 693C73-24-B-000002 and was issued by the Department of Transportation Federal Highway Administration.
The solicitation requests pavement engineering services to observe the performance and conditions of pavement preservation treatments applied to the mainline and pull-off areas of three sections of the Blue Ridge Parkway totaling approximately 99 miles. The purpose is to determine if these areas can be preserved again as part of an upcoming preservation project. Services required include a field trip, pavement condition assessment, and recommendations for repairs and treatments. The document provides background on the roadway sections and prior preservation work, as well as summaries of the field team's findings, condition ratings for the roadway sections, and preliminary recommendations for repairs and future treatments.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Results of Bid Opening - NP BLRI PVT PRES FY23(1).pdf | ||
| Results of Bid Opening - NP BLRI PVT PRES FY23(1).pdf | ||
| BIR.pdf | ||
| IFB Solicitation - NP BLRI PVT PRES FY23(1).pdf | ||
| VETS-4212 Form.pdf | ||
| FP14_Eng.pdf | ||
| Plans - NP BLRI PVT PRES FY23(1).pdf | ||
| Route ID_BLRI_C5.pdf | ||
| Categorical Exclusion Form (NEPA).pdf | ||
| ADV_Bidders Qualifications Form.doc | DOC document | |
| Rip Report_BLRI_C5.pdf |
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Text version
FIELD TRIP REPORT
Eastern Federal Lands Highway Division, Sterling VA.
Page 1 of 4 EFL-FM-HWY-07(07)
Print Form
Date : Oct 4, 2022
TO :
Sheila Foronda, Project Manager
FROM :
Maria Guercio, Pavement Engineer
THROUGH:
Libby O'Brien Technical Services Branch Chief
OTHER DIVISIONAL PERSONNEL ATTENDING
Mohammed Elias, Pavement Team Lead
INCLUSIVE DATES From : Aug 30, 2022 To : Aug 31, 2022
ITINERARY AND PURPOSE FOR TRIP
Pavements Team engineers from Eastern Federal Lands Highway Division (EFLHD) scoped 3 sections of the Blue Ridge Parkway (MP 27.2 to 37.5, MP 64.5 to MP 97 (excluding MP 87.5 to MP 89), and MP 121 to MP 174.6) located in Virginia on August 30th and August 31st, 2022. The purpose of this trip was to observe the performance and conditions of pavement preservation treatment applied to the mainline and pull-off/overlook areas included within the limits mentioned above to determine if these areas can be preserved again as part of the upcoming preservation projects Project NP BLRI
PVT PRES FY23.
The summary of our findings and recommendations is included below.
PRINCIPAL CONTACTS ( Add New Contact )
Name Title Agency Telephone
Andy Otten Project Manager NPS (828) 776-0067 Remove Contact
Add Item ACCOMPLISHMENTS, RESULTS AND RECOMMENDATIONS
1 Delete Item
INTRODUCTION and BACKGROUND
This Field Trip Report presents the results of our pavement condition assessment based on visual inspection of the Blue Ridge Parkway mainline and pull-off/overlook areas within MP 27.2 to 37.5, MP 64.5 to MP 97, and MP 121 to MP
174.6. These sections were last preserved as part of Project NP BLRI PVT PRES FY16 which included a total of approximately 99 miles asphalt concrete pavements (ACP) receiving a chip seal with fog seal.
Based on the Roadway Inventory Program (RIP) data collected during Cycles 6 (collected in 2021) and the Highway Pavement Management Application (HPMA) data (predicted for year 2022) the Pavement Condition Ratings (PCRs) for the mainline and pull-off/overlook areas were determined to be the following:
• MP 27.2 to MP 37.5: C6 PCR of 99.7; HPMA-predicted PCR of 94.7
• MP 64.5 to MP 86: C6 PCR of 98.8; HPMA-predicted PCR of 94.6
• MP 86 to MP 87.5: C6 PCR of 98.9; HPMA-predicted PCR of 95.7
• MP 87.5 to MP 89: C6 PCR of 78.8; HPMA-predicted PCR of 75.7
• MP 89 to MP 97: C6 PCR of 99.6; HPMA-predicted PCR of 95.7
• MP 121 to MP 174.6: C6 PCR of 96.1; HPMA-predicted PCR of 93.7
Page 2 of 4 EFL-FM-HWY-07(07)
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Date : Oct 4, 2022
Add Item ACCOMPLISHMENTS, RESULTS AND RECOMMENDATIONS
2 Delete Item
PAVEMENT CONDITION ASSESSMENT
On August 30th and 31st, 2022, EFLHD pavement engineers assessed the conditions of the chip seal and fog seal that was applied on the Blue Ridge Parkway mainline and pull-off/overlook areas within MP 27.2 to 37.5, MP 64.5 to MP 97, and MP 121 to MP174.6 as part of Project NP BLRI PVT PRES FY16. The attached Appendix includes photographs representing typical pavement surface conditions including localized raveling (Figure 1), transverse cracking (Figure 2), flushing (Figure 3), edge cracking (Figure 4), fatigue cracking (Figure 5) and longitudinal cracking (Figure 6).
Overall, the mainline and pull-off/overlook areas were observed to be in fair to good conditions exhibiting the following distresses and/or conditions:
• MP 27.2 to 37.5 o MP 27.2 to MP 29 – good to excellent condition with low severity raveling.
o MP 29 to MP 30 – fair to poor conditions with medium to high-severity transverse cracking at 50 to 70 ft intervals.
o MP 30 to MP 37 – good to excellent condition with low severity raveling.
• MP 64.5 to MP 97 o MP 64.5 to MP 86 – fair to good conditions with low to medium-severity raveling, flushing, medium-severity transverse cracking reflecting, and edge cracking.
o MP 86 to MP 87.5 – poor conditions with pavement exhibiting flushing, raveling, edge cracking, edge drop-off, fatigue cracking.
o MP 87.5 to MP 89 – the pavement was not preserved as part of Project NP BLRI PVT PRES FY16 and was observed to be in poor conditions.
o MP 89 to MP 97 – good to excellent condition with localized flushing.
• MP 121 to MP 174.6 o MP 121 to MP 136 – this section was not accessible and was not scoped. According to CON, this section is in good to excellent conditions.
o MP 136 to MP 161 – good conditions, localized medium-severity transverse cracking, flushing, raveling, and small depressed areas (approximately 1-ft in diameter).
o MP 161 to MP 163 – poor conditions, high-severity transverse cracking, longitudinal cracking, raveling, and edge drop off.
o MP 163 to MP 168 – fair to good conditions, localized medium-severity transverse cracking. At the intersection with route BLRI-0993 (The Saddle Overlook), MP 168, approximately 125 ft of pavement (both lanes) was observed to be in poor conditions.
o MP 168 to MP 173 – poor conditions, high-severity transverse cracking at 100-ft intervals, medium to high-severity longitudinal cracking, fatigue cracking, and small depressed areas (approximately 1-ft in diameter) o MP 173 to MP 174.6 – fair conditions, medium-severity transverse cracking.
The pull-off/overlook areas were observed to be in good condition with low-severity raveling and localized flushing.
Page 3 of 4 EFL-FM-HWY-07(07)
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Date : Oct 4, 2022
Add Item ACCOMPLISHMENTS, RESULTS AND RECOMMENDATIONS
3 Delete Item
CONCLUSION and PRELIMINARY RECOMMENDATIONS
From MP 27.2 to MP 37.5, the chip seal on the mainline was overall observed to be in good to excellent conditions.
Approximately 1 mile of pavement in this section (MP 29 to MP 30) was observed to be in fair to poor conditions exhibiting transverse cracking at 50 to 70-ft intervals.
From MP 64.5 to MP 97, the chip seal on the mainline and the pull-off/overlook areas (BLRI-0937, BLRI-0939, BLRI-0940, BLRI-0943, BLRI-0944, BLRI-0952, BLRI-0954, BLRI-0955, BLRI-0958, BLRI-0961, BLRI-0962, BLRI-1235) was overall observed to be in fair to excellent conditions. Approximately 3 miles of pavement in this section (MP 86 to MP 89) was observed to be poor conditions exhibiting high severity fatigue cracking, flushing, raveling, edge cracking, and edge drop-off. The pavement from MP 87.5 to MP 89 was not preserved as part of Project NP BLRI PVT PRES FY16 and will not be included in this current pavement preservation project.
The pavement from MP 121 to MP 136 was not scoped due to a closure for slide repairs. However, according to Construction the pavement is in good to excellent conditions. From MP 136 to MP 174.6, the chip seal on the mainline was overall observed to be in fair to good conditions. Approximately 7 miles of pavement in this section (MP 161 to MP 163 and MP 168 to 173) was observed to be poor conditions exhibiting high severity fatigue, longitudinal and transverse cracking, and raveling.
Based on the observed pavement conditions, we recommend placing a Chip Seal (Type 1C) on the mainline and pull-off/ overlook areas that were observed to be in fair to excellent conditions. A Fog Seal must be applied on top of the new chip seal.
ACP patching and crack cleaning/filling must be performed as necessary prior placing any of the treatments proposed above. Based on the observed pavement conditions, we estimated the following quantities for repairs of the existing pavement:
• ACP Patch (Type 2): 380 SQYD
• ACP Patch (Type 3): 30 SQYD
• Crack Sealing and Filling: 22,850 ft
The pavement from MP 86 to MP 87.5, MP 161 to MP 163 and MP 168 to 173 was observed to be poor conditions, thus beyond pavement preservation.
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Page 4 of 4 EFL-FM-HWY-07(07)
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Date : Oct 4, 2022
(Photo 1 Caption) Raveling (Photo 2 Caption) Transverse Cracking
(Photo 3 Caption) Flushing (Photo 4 Caption) Edge Cracking
(Photo 5 Caption) Fatigue Cracking (Photo 6 Caption) Longitudinal Cracking
Page of
EFL-FM-HWY-07(07)
C:\Project Files\Presentation Materials\Logos\FHWA\DOT FHWA.tif
PRINCIPAL CONTACTS
Name Title Agency Telephone
ACCOMPLISHMENTS, RESULTS AND RECOMMENDATIONS
8.2.1.4029.1.523496.503679
| PrintForm: |
| CurrentPage: |
| PageCount: |
| DF_FormDate: 2022-10-04 |
| TF_To: Sheila Foronda, Project Manager |
| TF_From: Maria Guercio, Pavement Engineer |
| TF_Through: Libby O'Brien |
Technical Services Branch Chief
| TF_Div_Person: Mohammed Elias, Pavement Team Lead |
| DF_From: 2022-08-30 |
| DF_To: 2022-08-31 |
| TF_Purpose: Pavements Team engineers from Eastern Federal Lands Highway Division (EFLHD) scoped 3 sections of the Blue Ridge Parkway (MP 27.2 to 37.5, MP 64.5 to MP 97 (excluding MP 87.5 to MP 89), and MP 121 to MP 174.6) located in Virginia on August 30th and August 31st, 2022. The purpose of this trip was to observe the performance and conditions of pavement preservation treatment applied to the mainline and pull-off/overlook areas included within the limits mentioned above to determine if these areas can be preserved again as part of the upcoming preservation projects Project NP BLRI PVT PRES FY23. |
The summary of our findings and recommendations is included below.
| Button1: |
| TF_Name: Andy Otten |
| TF_Title: Project Manager |
| TF_Agency: NPS |
| PhoneNum: (828) 776-0067 |
| DelBnContact: |
| Button2: |
| NF_Item: 1.00000000 |
| NF_Item: 2.00000000 |
| NF_Item: 3.00000000 |
| Button3: |
| TF_Accomp: INTRODUCTION and BACKGROUND |
This Field Trip Report presents the results of our pavement condition assessment based on visual inspection of the Blue Ridge Parkway mainline and pull-off/overlook areas within MP 27.2 to 37.5, MP 64.5 to MP 97, and MP 121 to MP 174.6. These sections were last preserved as part of Project NP BLRI PVT PRES FY16 which included a total of approximately 99 miles asphalt concrete pavements (ACP) receiving a chip seal with fog seal.
Based on the Roadway Inventory Program (RIP) data collected during Cycles 6 (collected in 2021) and the Highway Pavement Management Application (HPMA) data (predicted for year 2022) the Pavement Condition Ratings (PCRs) for the mainline and pull-off/overlook areas were determined to be the following:
• MP 27.2 to MP 37.5: C6 PCR of 99.7; HPMA-predicted PCR of 94.7
• MP 64.5 to MP 86: C6 PCR of 98.8; HPMA-predicted PCR of 94.6
• MP 86 to MP 87.5: C6 PCR of 98.9; HPMA-predicted PCR of 95.7
• MP 87.5 to MP 89: C6 PCR of 78.8; HPMA-predicted PCR of 75.7
• MP 89 to MP 97: C6 PCR of 99.6; HPMA-predicted PCR of 95.7
• MP 121 to MP 174.6: C6 PCR of 96.1; HPMA-predicted PCR of 93.7 TF_Accomp: PAVEMENT CONDITION ASSESSMENT
On August 30th and 31st, 2022, EFLHD pavement engineers assessed the conditions of the chip seal and fog seal that was applied on the Blue Ridge Parkway mainline and pull-off/overlook areas within MP 27.2 to 37.5, MP 64.5 to MP 97, and MP 121 to MP174.6 as part of Project NP BLRI PVT PRES FY16. The attached Appendix includes photographs representing typical pavement surface conditions including localized raveling (Figure 1), transverse cracking (Figure 2), flushing (Figure 3), edge cracking (Figure 4), fatigue cracking (Figure 5) and longitudinal cracking (Figure 6).
Overall, the mainline and pull-off/overlook areas were observed to be in fair to good conditions exhibiting the following distresses and/or conditions:
• MP 27.2 to 37.5 o MP 27.2 to MP 29 – good to excellent condition with low severity raveling.
o MP 29 to MP 30 – fair to poor conditions with medium to high-severity transverse cracking at 50 to 70 ft intervals.
o MP 30 to MP 37 – good to excellent condition with low severity raveling.
• MP 64.5 to MP 97 o MP 64.5 to MP 86 – fair to good conditions with low to medium-severity raveling, flushing, medium-severity transverse cracking reflecting, and edge cracking.
o MP 86 to MP 87.5 – poor conditions with pavement exhibiting flushing, raveling, edge cracking, edge drop-off, fatigue cracking.
o MP 87.5 to MP 89 – the pavement was not preserved as part of Project NP BLRI PVT PRES FY16 and was observed to be in poor conditions.
o MP 89 to MP 97 – good to excellent condition with localized flushing.
• MP 121 to MP 174.6 o MP 121 to MP 136 – this section was not accessible and was not scoped. According to CON, this section is in good to excellent conditions.
o MP 136 to MP 161 – good conditions, localized medium-severity transverse cracking, flushing, raveling, and small depressed areas (approximately 1-ft in diameter).
o MP 161 to MP 163 – poor conditions, high-severity transverse cracking, longitudinal cracking, raveling, and edge drop off.
o MP 163 to MP 168 – fair to good conditions, localized medium-severity transverse cracking. At the intersection with route BLRI-0993 (The Saddle Overlook), MP 168, approximately 125 ft of pavement (both lanes) was observed to be in poor conditions.
o MP 168 to MP 173 – poor conditions, high-severity transverse cracking at 100-ft intervals, medium to high-severity longitudinal cracking, fatigue cracking, and small depressed areas (approximately 1-ft in diameter) o MP 173 to MP 174.6 – fair conditions, medium-severity transverse cracking.
The pull-off/overlook areas were observed to be in good condition with low-severity raveling and localized flushing.
TF_Accomp: CONCLUSION and PRELIMINARY RECOMMENDATIONS
From MP 27.2 to MP 37.5, the chip seal on the mainline was overall observed to be in good to excellent conditions. Approximately 1 mile of pavement in this section (MP 29 to MP 30) was observed to be in fair to poor conditions exhibiting transverse cracking at 50 to 70-ft intervals.
From MP 64.5 to MP 97, the chip seal on the mainline and the pull-off/overlook areas (BLRI-0937, BLRI-0939, BLRI-0940, BLRI-0943, BLRI-0944, BLRI-0952, BLRI-0954, BLRI-0955, BLRI-0958, BLRI-0961, BLRI-0962, BLRI-1235) was overall observed to be in fair to excellent conditions. Approximately 3 miles of pavement in this section (MP 86 to MP 89) was observed to be poor conditions exhibiting high severity fatigue cracking, flushing, raveling, edge cracking, and edge drop-off. The pavement from MP 87.5 to MP 89 was not preserved as part of Project NP BLRI PVT PRES FY16 and will not be included in this current pavement preservation project.
The pavement from MP 121 to MP 136 was not scoped due to a closure for slide repairs. However, according to Construction the pavement is in good to excellent conditions. From MP 136 to MP 174.6, the chip seal on the mainline was overall observed to be in fair to good conditions. Approximately 7 miles of pavement in this section (MP 161 to MP 163 and MP 168 to 173) was observed to be poor conditions exhibiting high severity fatigue, longitudinal and transverse cracking, and raveling.
Based on the observed pavement conditions, we recommend placing a Chip Seal (Type 1C) on the mainline and pull-off/overlook areas that were observed to be in fair to excellent conditions. A Fog Seal must be applied on top of the new chip seal.
ACP patching and crack cleaning/filling must be performed as necessary prior placing any of the treatments proposed above. Based on the observed pavement conditions, we estimated the following quantities for repairs of the existing pavement:
• ACP Patch (Type 2): 380 SQYD
• ACP Patch (Type 3): 30 SQYD
• Crack Sealing and Filling: 22,850 ft
The pavement from MP 86 to MP 87.5, MP 161 to MP 163 and MP 168 to 173 was observed to be poor conditions, thus beyond pavement preservation.
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