B08_Attachment_06_Pavement_Evaluation_Report.pdf
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- Attached to
- SHEN 312442 Design-Build Federal contract opportunity
- Solicitation number
- 140P2022R0050
About this file
This document provides details for a federal solicitation to rehabilitate roads and overlooks in Shenandoah National Park. The solicitation number is 140P2022R0050 and seeks design-build services to rehabilitate approximately 54 miles of Skyline Drive and 19 overlooks associated with Skyline Drive. Work will include design and construction services such as crack sealing, chip sealing, thin asphalt overlays, mill and overlays, patching, new pavement markings, and road shoulder stabilization. The soliciting agency is the Department of the Interior National Park Service National Office.
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Text version
May 25, 2021
Mr. Phil Hahn, PE HDR Engineering, Inc.
1670 Broadway, Suite 3400 Denver, CO 80202
Re: SHEN 312442 Shenandoah National Park Pavement Improvements Skyline Drive Pavement Evaluation Report
Dear Mr. Hahn:
The letter report has been prepared by PTS for HDR Engineering, Inc. (HDR) to present our findings and recommendations from the pavement evaluation of the subject project.
1.0 INTRODUCTION
PTS was retained by HDR to provide geotechnical investigation, pavement evaluation and design support services for the subject project. Table 1 presents the segments of Skyline Drive included in the project evaluation along with the preliminary treatment included in the RFP as follows:
Table 1 Skyline Drive Project Segments
Beginning
MP
Ending
MP
Length (Miles)
Preliminary Treatment
5.63 15.0 9.37 Double Chip Seal
20.0 28.0 8.0 Double Chip Seal
65.2 84.0 18.8 2” Mill and Overlay
84.0 97.10 13.1 Double Chip Seal
The total project length is 49.27 miles including 18.8 miles with a 2” mill and overlay preliminary treatment and 30.47 miles with a double chip seal preliminary treatment.
Based on discussions with NPS personnel during project scoping, it was determined that the existing pavement in all four sections is structurally adequate for future traffic demands since previous rehabilitations have consisted of placing asphalt concrete overlays of 1.5” to 2” with no milling. Therefore, no structural evaluation of the existing pavements was included in the scope of work.
2.0 PAVEMENT CONDITION SURVEY
A detailed 100% pavement visual condition survey was included in the scope of work for the entire 49.27 miles of Skyline Drive to identify the type, severity, and extent of existing pavement distress on the roadway. The resultant information was used to determine quantities of pavement repairs to be performed prior to the double chip seal or milling and overlay.
The visual survey was conducted using the distress identification procedures for Asphalt Concrete (AC) pavements presented in the “Distress Identification Manual for the Long- Term Pavement Performance Program” (FHWA-HRT-13-092). Distress types, severities, and location were recorded on condition survey forms which consist of a scaled grid for use in defining repair locations and quantities. It should be noted that the FP-14 specification for crack sealing and filling indicates that the lower limit of cracks to be routed and sealed is 1/8-inch so only cracks having a width of 1/8-inch and larger were recorded.
Additionally, only medium and high severity distress were recorded for other distresses that require repair prior to the application of the double chip seal or milling and overlay since low severity distress typically does not warrant repair (i.e., Fatigue Cracking, Block Cracking, Edge Cracking, Etc.). The condition survey was conducted by a survey crew of two PTS technicians walking the project alignment, in the grass shoulder, recording the location, type, severity, and extent of existing observed distress.
2.1 Double Chip Seal Segments
Prior to mobilizing to the site, the criteria in Section 414 – Asphalt Pavement Crack Sealing and Filling was reviewed in conjunction with FHWA-HRT-13-092 to develop a field procedure for recording longitudinal and transverse crack severity so that it would be consistent with the requirements of Section 414.
Table 2 presents the criteria for crack sealing and filling from Section 414 of FP-14 as well as the designation assigned to those cracks in the field and subsequently used for quantifying the repairs.
Table 2 Crack Sealing and Filling Criteria
Crack Width Treatment Designation 1/8 to 1/2 - inch Rout and Seal CS-1 1/2 to 1 - inch Seal CS-2
>1 - inch Fill CS-3
The predominant distress exhibited on the roadway segments planned to receive the double chip seal surface treatment was longitudinal and transverse cracking consisting of designation CS-1 and CS-2. No CS-3 was recorded indicating that there were no cracks present in those segments greater than 1-inch wide.
Table 3 summarizes the total crack sealing quantities by segment and designation.
These quantities are summarized by 100-foot Stations and Mile Post in Attachment 4 – Crack Sealing Quantities.
Table 3 Crack Sealing Quantities by Segment Segment CS-1 (ft) CS-2 (ft)
Mile Post 5.0 to 15.0 1,178 42 Mile Post 20.0 to 28.0 1,530 90 Mile Post 84.0 to 97.1 16,263 205
Totals = 18,971 337
2.2 2” Mill and Overlay Segment
The segment of Skyline Drive from Mile Post 65.2 to 84.0 is planned to be rehabilitated utilizing a 2” mill and overlay. Since the milling will remove the majority of environmental, age, and climate-related distress, only structurally related distress was recorded. The encountered structural distress was limited to fatigue or alligator cracking in the wheel paths. While both low and medium severity fatigue cracking is present on this segment of the roadway, only the medium severity distress was recorded since low severity does not typically warrant repair.
Since fatigue cracking is structurally related and typically involves a failure of the base course as well as the asphalt concrete, this distress should be repaired prior to the placement of the 2-inch asphalt concrete overlay. The repair of fatigue cracking is recommended to be performed utilizing the Full Depth Patch – Type 1 (FDP1) detail included as Attachment 2. This detail includes the saw cutting and removal of the existing asphalt concrete followed by the removal of 6 inches of underlying material. The width of the FDP1 repair is a minimum half lane (5 feet) to facilitate equipment access and prevent narrow pieces of pavement to remain between patches that would likely be compromised during construction. The patch includes placing 6 inches of aggregate base course followed by replacing the existing thickness of the existing concrete to the milled pavement surface.
There is a total of 16,405 square feet of FDP1 included between Mile Post 65.2 and 84.0.
This quantity equates to approximately 0.8% of the roadway surface area. The quantities of FDP1 are summarized by Mile Post and 100 Station in Attachment 3. Additionally, the location and extent of each FDP1 repair location is illustrated on the condition survey forms included in Attachment 5.
3.0 GEOTECHNICAL INVESTIGATION (MILE POST 65.2 TO 84.0)
The geotechnical investigation on the project consisted of drilling 50 pavement borings (P-#) between Mile Post 65.2 and 84.0 at approximately 2,000-foot intervals along the alignment. The Pavement Boring Location Plans are included in Attachment 6 which also presents the GPS coordinate and Mile Post location of each boring. The pavement boring logs are included in Attachment 7.
The pavement borings were advanced through the existing asphalt concrete, aggregate base, and subgrade to a planned depth of 10 feet or auger refusal. Three (3) continuous SPT samples were obtained immediately below the aggregate base course to investigate composition and condition of the existing subgrade materials. No laboratory testing was included in the scope of work since this segment of roadway is proposed to be rehabilitated using a 2-inch mill and overlay.
Table 4 summarizes the asphalt concrete and aggregate base thicknesses encountered in borings P-1 through P-50. Attachment 1 summarizes the asphalt concrete and aggregate base thickness encountered in each boring.
Table 4 Existing Asphalt Concrete and Aggregate Base Thicknesses
Material
Minimum (in)
Maximum (in)
Average (in)
Asphalt Concrete 7.0 13.0 10.3 Aggregate Base 2.0 8.0 4.8
Steve Herzog of NPS indicated that the last rehabilitation of Skyline Drive between Mile Posts 65.2 and 84.0 included a 1.5-inch asphalt concrete overlay. This 1.5-inch overlay was also visually observed in several of the borings.
Based on the descriptions in the borings it’s likely that the original aggregate base layer was probably about 6 inches thick; however, the existing aggregate base has been either consumed by or contaminated with the underlying subgrade material to some degree in most locations.
Encountered subgrade materials range widely from fine to coarse grained. Materials were generally either described as fill or residuum which corresponded well with the locations of the borings in cut or fill situations. SPT N-values were highly variable ranging from single digits as low as 2 to refusal (>50 blows/6 inches).
ATTACHMENT 1
SUMMARY OF PAVEMENT BORINGS
(MP 65.2 TO 84.0)
Boring Number
Total Boring Depth (ft)
Auger Refusal (ft)
Total Asphalt Thickness (inches)
Asphalt Surface Course Thickness
(inches)
Asphalt Binder Course Thickness
(inches)
Aggregate Base Course Thickness
(inches)
P-1 10.0 NE 10.5 4.0 6.5 6.0
P-2 10.0 NE 11.5 5.5 6.0 4.0
P-3 10.0 NE 11.0 5.0 6.0 6.0
P-4 10.0 NE 10.0 5.0 5.0 5.0
P-5 10.0 NE 7.5 4.0 3.5 4.0
P-6 3.0 3.0 11.0 7.0 4.0 4.0 P-7 2.1 2.1 10.0 5.0 5.0 4.0
P-8 10.0 NE 7.5 3.5 4.0 3.5
P-9 10.0 NE 8.0 4.0 4.0 6.0
P-10 2.5 2.5 7.0 Not Defined Not Defined 6.0 P-11 2.5 2.5 7.0 4.0 3.0 4.0
P-12 10.0 NE 9.5 5.5 4.0 5.0
P-13 10.0 NE 10.0 5.0 5.0 8.0
P-14 10.0 NE 10.0 5.0 5.0 5.0
P-15 10.0 NE 9.0 5.0 4.0 2.0
P-16 3.7 3.7 10.0 5.0 5.0 4.0 P-17 5.7 5.7 8.0 4.0 4.0 5.0
P-18 10.0 NE 11.0 5.5 5.5 4.0
P-19 2.0 2.0 10.0 5.0 5.0 4.0
P-20 10.0 NE 9.5 4.5 5.0 4.0
P-21 10.0 NE 11.0 6.0 5.0 5.0
P-22 10.0 Ne 11.0 6.0 5.0 4.0 P-23 3.3 3.3 11.0 6.0 5.0 5.0 P-24 5.2 5.2 11.0 6.0 5.0 3.0
P-25 10.0 NE 11.0 6.0 5.0 4.0
P-26 2.7 2.7 10.0 6.0 4.0 5.0
P-27 10.0 NE 10.0 5.5 4.5 4.5
P-28 10.0 NE 10.0 5.0 5.0 3.0
P-29 10.0 NE 11.0 6.0 5.0 4.0
P-30 4.3 4.3 11.0 6.5 4.5 5.0
P-31 10.0 NE 11.0 6.0 5.0 5.0
P-32 10.0 NE 10.0 6.0 4.0 4.0
P-33 5.6 5.6 10.0 5.0 5.0 5.0
P-34 10.0 NE 11.0 5.5 5.5 6.0
P-35 4.2 4.2 12.0 6.0 6.0 5.0
P-36 10.0 NE 11.0 4.5 6.5 5.0
P-37 10.0 NE 11.0 6.0 5.0 5.0
P-38 10.0 NE 10.0 5.0 5.0 6.0
Summary of Pavement Borings Skyline Drive MP 65.2 to 84.0
Boring Number
Total Boring Depth (ft)
Auger Refusal (ft)
Total Asphalt Thickness (inches)
Asphalt Surface Course Thickness
(inches)
Asphalt Binder Course Thickness
(inches)
Aggregate Base Course Thickness
(inches)
Summary of Pavement Borings Skyline Drive MP 65.2 to 84.0
P-39 10.0 NE 9.0 4.0 5.0 6.0
P-40 10.0 NE 12.0 7.0 5.0 5.0
P-41 10.0 NE 12.0 5.5 6.5 5.0
P-42 3.5 3.5 12.0 6.0 6.0 5.0
P-43 10.0 NE 10.0 6.0 4.0 5.0
P-44 2.8 2.8 12.5 6.0 6.5 5.5 P-45 2.7 2.7 13.0 6.5 6.5 5.0
P-46 10.0 NE 12.0 7.0 5.0 6.0
P-47 4.0 4.0 11.0 6.0 5.0 5.0 P-48 4.2 4.2 10.0 5.0 5.0 6.0
P-49 10.0 NE 10.0 6.0 4.0 5.0
P-50 10.0 NE 9.0 6.0 3.0 4.0
NE - Not Encountered to the Depths Explored
Average Asphalt Concrete Thickness = 10.3 inches Minimum Asphalt Concrete Thickness = 7.0 inches
Maximum Asphalt Concrete Thickness = 13.0 inches
ATTACHMENT 2
FULL DEPTH PATCH – TYPE 1 (FDP1)
DETAIL
ATTACHMENT 3
FULL DEPTH PATCH – TYPE 1 (FDP1)
QUANTITIES
Skyline Drive Mile Post 65.2 to 84.0 Summary of Full Depth Patching Quantities
Mile Post FDP1 (ft2) 65 1,185 66 1,280 67 0 68 650 69 260 70 1,065 71 3,185 72 4,600 73 150 74 0 75 365 76 1,445 77 935 78 420 79 135 80 495 81 0 82 0 83 235 Total = 16,405
Full Depth Patching Quantities
Mile Post: 65 From
Station To Station
FDP1
(ft2)
38+00 39+00 325 49+00 50+00 455 50+00 50+81 405
Total = 1185
Mile Post: 66 From
Station To Station
FDP1
(ft2)
0+00 1+00 505 1+00 2+00 390 2+00 3+00 85
11+00 12+00 90 24+00 25+00 100 27+00 28+00 110
Total = 1280
Mile Post: 67 From
Station To Station
FDP1
(ft2)
Total = 0
Mile Post: 68 From
Station To Station
FDP1
(ft2)
35+00 36+00 140 37+00 38+00 510
Total = 650
Mile Post: 69 From
Station To Station
FDP1
(ft2)
39+00 40+00 260 Total = 260
Full Depth Patching Quantities
Mile Post: 70 From
Station To Station
FDP1
(ft2)
4+00 5+00 110 6+00 7+00 110 8+00 9+00 110
19+00 20+00 160 33+00 34+00 310 34+00 35+00 210 41+00 42+00 55
Total = 1065
Mile Post: 71 From
Station To Station
FDP1
(ft2)
9+00 10+00 160 11+00 12+00 60 18+00 19+00 110 19+00 20+00 400 20+00 21+00 505 23+00 24+00 450 24+00 25+00 215 25+00 26+00 255 27+00 28+00 205 28+00 29+00 105 35+00 36+00 155 37+00 38+00 110 48+00 49+00 85 49+00 50+00 370
Total = 3185
Full Depth Patching Quantities
Mile Post: 72 From
Station To Station
FDP1
(ft2)
21+00 22+00 110 24+00 25+00 220 26+00 27+00 350 27+00 28+00 85 28+00 29+00 275 31+00 32+00 160 33+00 34+00 160 36+00 37+00 360 37+00 38+00 1000 38+00 39+00 760 42+00 43+00 160 49+00 50+00 505 50+00 51+00 455
Total = 4600
Mile Post: 73 From
Station To Station
FDP1
(ft2)
0+00 1+00 90 41+00 42+00 60
Total = 150
Mile Post: 74 From
Station To Station
FDP1
(ft2)
Total = 0
Mile Post: 75 From
Station To Station
FDP1
(ft2)
27+00 28+00 35 32+00 33+00 110 39+00 40+00 60 49+00 50+00 160
Total = 365
Full Depth Patching Quantities
Mile Post: 76 From
Station To Station
FDP1
(ft2)
1+00 2+00 115 4+00 5+00 185 5+00 6+00 260 6+00 7+00 90 7+00 8+00 260
28+00 29+00 205 29+00 30+00 140 36+00 37+00 190
Total = 1445
Mile Post: 77 From
Station To Station
FDP1
(ft2)
7+00 8+00 295 15+00 16+00 270 16+00 17+00 60 45+00 46+00 310
Total = 935
Mile Post: 78 From
Station To Station
FDP1
(ft2)
40+00 41+00 170 47+00 48+00 140 48+00 49+00 110
Total = 420
Mile Post: 79 From
Station To Station
FDP1
(ft2)
52+00 53+00 135 Total = 135
Mile Post: 80 From
Station To Station
FDP1
(ft2)
3+00 4+00 235 26+00 27+00 105 27+00 28+00 155
Total = 495
Full Depth Patching Quantities
Mile Post: 81 From
Station To Station
FDP1
(ft2)
Total = 0
Mile Post: 82 From
Station To Station
FDP1
(ft2)
Total = 0
Mile Post: 83 From
Station To Station
FDP1
(ft2)
19+00 20+00 55 20+00 21+00 180
Total = 235
ATTACHMENT 4
CRACK SEALING QUANTITIES
Summary of Crack Sealing Quantities
Mile Post CS-1 (ft) CS-2 (ft) 5 0 0 6 5 0 7 0 0 8 8 0 9 46 0
10 59 0 11 14 0 12 285 0 13 435 0 14 326 42
Totals = 1,178 42
Mile Post CS-1 (ft) CS-2 (ft) 20 486 0 21 236 24 22 121 66 23 67 0 24 42 0 25 80 0 26 443 0 27 31 0 28 24 0
Totals = 1,530 90
Mile Post CS-1 (ft) CS-2 (ft) 84 4,113 0 85 1,331 27 86 691 0 87 600 0 88 1,190 0 89 1,251 0 90 547 10 91 1,383 92 92 928 10 93 3,282 66 94 331 0 95 457 0 96 152 0 97 7 0
Totals = 16,263 205
Mile Post: 5 From
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 1+00 2+00 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 Totals = 0 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 53+10 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00 39+00 40+00 40+00 41+00
Mile Post: 6
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 1+00 2+00 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 5 45+00 46+00 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 5 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 53+05 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00
Mile Post: 7
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 1+00 2+00 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 0 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 52+75 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00
Mile Post: 8
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 1+00 2+00 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 8 9+00 10+00 50+00 51+00
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 8 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 52+99 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00
Mile Post: 9
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 1+00 2+00 5 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 20 45+00 46+00 5+00 6+00 21 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 46 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 52+92 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00
Mile Post: 10
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 1+00 2+00 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 10 49+00 50+00 9+00 10+00 10 50+00 51+00
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 59 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 52+75 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 15 30+00 31+00 31+00 32+00 32+00 33+00 18 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 3 37+00 38+00 38+00 39+00 3
Mile Post: 11
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 1+00 2+00 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 14 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 52+69 22+00 23+00 6 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00 39+00 40+00 8
Mile Post: 12
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 31 1+00 2+00 42+00 43+00 2+00 3+00 43+00 44+00 3 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 20 48+00 49+00 8+00 9+00 10 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 51+00 52+00 12 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 20 285 0 16+00 17+00 17+00 18+00 23 18+00 19+00 16 19+00 20+00 7 20+00 21+00 10 21+00 22+00 28 Ends @ 51+98 22+00 23+00 30 23+00 24+00 37 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00 7 39+00 40+00 15 40+00 41+00 16
Mile Post: 13
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 24 41+00 42+00 1+00 2+00 42+00 43+00 10 2+00 3+00 43+00 44+00 28 3+00 4+00 44+00 45+00 24 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 32 6+00 7+00 47+00 48+00 24 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 23 9+00 10+00 50+00 51+00
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 32 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 435 0 16+00 17+00 17+00 18+00 5 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 53+14 22+00 23+00 7 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 30 28+00 29+00 29+00 30+00 10 30+00 31+00 18 31+00 32+00 32+00 33+00 31 33+00 34+00 13 34+00 35+00 35+00 36+00 10 36+00 37+00 38 37+00 38+00 66 38+00 39+00 10
Mile Post: 14
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 32 41+00 42+00 1+00 2+00 37 42+00 43+00 4 2+00 3+00 22 43+00 44+00 28 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 18 9+00 10+00 50+00 51+00
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 326 42 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 52+77 22+00 23+00 23+00 24+00 10 Pavement change @ 6' past MP 15 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 35 31+00 32+00 32+00 33+00 30 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 75 38+00 39+00 35 42
Mile Post: 20
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 55 1+00 2+00 42+00 43+00 20 2+00 3+00 5 43+00 44+00 48 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 26 6+00 7+00 47+00 48+00 56 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 79 9+00 10+00 50+00 51+00 15
10+00 11+00 51+00 52+00 24 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 486 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 52+70 22+00 23+00 35 23+00 24+00 31 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 17 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 19 35+00 36+00 18 36+00 37+00 20 37+00 38+00 38+00 39+00
40+00 41+00 18
Mile Post: 21
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 21 41+00 42+00 1+00 2+00 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 11 5+00 6+00 46+00 47+00 65 6+00 7+00 47+00 48+00 50 7+00 8+00 48+00 49+00 24 8+00 9+00 49+00 50+00 9+00 10+00 50+00 51+00 8
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 24 12+00 13+00 53+00 54+00 16 13+00 14+00 16 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 236 24 16+00 17+00 25 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 53+60 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00
Mile Post: 22
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 21 41+00 42+00 1+00 2+00 11 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 12 45+00 46+00 5+00 6+00 12 12 46+00 47+00 6+00 7+00 17 47+00 48+00 7+00 8+00 6 48+00 49+00 8+00 9+00 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 5 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 7 53+00 54+00 13+00 14+00 10 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 121 66 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 52+39 22+00 23+00 23+00 24+00 12 24+00 25+00 19 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 4 36+00 37+00 17 22 37+00 38+00 38+00 39+00
Mile Post: 23
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 24 41+00 42+00 1+00 2+00 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 24 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 3 6+00 7+00 16 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 67 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 53+05 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00
Mile Post: 24
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 24 41+00 42+00 1+00 2+00 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 5 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 42 0 16+00 17+00 7 17+00 18+00 18+00 19+00 4 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 52+75 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 2 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00
Mile Post: 25
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 1+00 2+00 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 51+00 52+00 2 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 80 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 11 Ends @ 53+04 22+00 23+00 23+00 24+00 44 24+00 25+00 25+00 26+00 23 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00
Mile Post: 26
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 1+00 2+00 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 29 4+00 5+00 45+00 46+00 10 5+00 6+00 46+00 47+00 11 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 70 49+00 50+00 6 9+00 10+00 20 50+00 51+00
10+00 11+00 32 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 443 0 16+00 17+00 17+00 18+00 25 18+00 19+00 19+00 20+00 20+00 21+00 60 21+00 22+00 130 Ends @ 52+58 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 40 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00 10
Mile Post: 27
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 1+00 2+00 42+00 43+00 5 2+00 3+00 43+00 44+00 10 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 10 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 31 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 52+69 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 3 29+00 30+00 30+00 31+00 3 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00
Mile Post: 28
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 1+00 2+00 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 24 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 24 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 10+12 22+00 23+00 23+00 24+00 24+00 25+00 Pavement Change @ 10+12 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00
Mile Post: 84
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 153 41+00 42+00 8 1+00 2+00 70 42+00 43+00 16 2+00 3+00 87 43+00 44+00 3+00 4+00 80 44+00 45+00 26 4+00 5+00 243 45+00 46+00 49 5+00 6+00 246 46+00 47+00 90 6+00 7+00 187 47+00 48+00 73 7+00 8+00 160 48+00 49+00 91 8+00 9+00 76 49+00 50+00 20 9+00 10+00 94 50+00 51+00 36
10+00 11+00 74 51+00 52+00 83 11+00 12+00 106 52+00 53+00 110 12+00 13+00 68 53+00 54+00 2 13+00 14+00 111 54+00 55+00 14+00 15+00 130 55+00 56+00 15+00 16+00 200 4113 0 16+00 17+00 10 17+00 18+00 68 18+00 19+00 87 19+00 20+00 30 20+00 21+00 20 21+00 22+00 54 Ends @ 53+02 22+00 23+00 23+00 24+00 25 24+00 25+00 115 25+00 26+00 36 26+00 27+00 80 27+00 28+00 80 28+00 29+00 58 29+00 30+00 82 30+00 31+00 123 31+00 32+00 135 32+00 33+00 100 33+00 34+00 65 34+00 35+00 12 35+00 36+00 19 36+00 37+00 37+00 38+00 80 38+00 39+00 39+00 40+00 45 40+00 41+00 100
Mile Post: 85
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 10 41+00 42+00 1+00 2+00 18 42+00 43+00 20 2+00 3+00 70 43+00 44+00 7 3+00 4+00 60 44+00 45+00 46 4+00 5+00 58 45+00 46+00 37 5+00 6+00 68 46+00 47+00 8 6+00 7+00 75 47+00 48+00 7+00 8+00 26 48+00 49+00 16 8+00 9+00 7 49+00 50+00 14 9+00 10+00 34 50+00 51+00 16
10+00 11+00 20 51+00 52+00 26 11+00 12+00 52+00 53+00 14 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 14 55+00 56+00 15+00 16+00 51 1331 27 16+00 17+00 75 17+00 18+00 37 18+00 19+00 25 19+00 20+00 35 20+00 21+00 25 21+00 22+00 10 Ends @ 53+00 22+00 23+00 37 23+00 24+00 28 24+00 25+00 6 25+00 26+00 83 26+00 27+00 27+00 28+00 12 28+00 29+00 13 29+00 30+00 92 30+00 31+00 70 31+00 32+00 17 32+00 33+00 40 33+00 34+00 8 34+00 35+00 35+00 36+00 20 36+00 37+00 37+00 38+00 38+00 39+00
40+00 41+00 10
Mile Post: 86
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 120 41+00 42+00 1+00 2+00 105 42+00 43+00 10 2+00 3+00 34 43+00 44+00 3+00 4+00 4 44+00 45+00 4+00 5+00 38 45+00 46+00 5+00 6+00 10 46+00 47+00 6+00 7+00 10 47+00 48+00 7+00 8+00 17 48+00 49+00 8+00 9+00 29 49+00 50+00 5 9+00 10+00 4 50+00 51+00
10+00 11+00 20 51+00 52+00 5 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 35 55+00 56+00 15+00 16+00 12 691 0 16+00 17+00 17+00 18+00 18+00 19+00 10 19+00 20+00 26 20+00 21+00 21+00 22+00 Ends @ 53+11 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 51 30+00 31+00 120 31+00 32+00 32+00 33+00 33+00 34+00 18 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00
40+00 41+00 8
Mile Post: 87
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 1+00 2+00 7 42+00 43+00 6 2+00 3+00 43+00 44+00 24 3+00 4+00 7 44+00 45+00 4+00 5+00 33 45+00 46+00 5+00 6+00 18 46+00 47+00 14 6+00 7+00 47+00 48+00 66 7+00 8+00 48+00 49+00 26 8+00 9+00 18 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 100 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 60 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 600 0 16+00 17+00 17+00 18+00 8 18+00 19+00 6 19+00 20+00 20+00 21+00 21+00 22+00 20 Ends @ 52+62 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 10 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 20 32+00 33+00 10 33+00 34+00 37 34+00 35+00 35+00 36+00 20 36+00 37+00 10 37+00 38+00 36 38+00 39+00 16 39+00 40+00 22 40+00 41+00 6
Mile Post: 88
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 58 41+00 42+00 147 1+00 2+00 42+00 43+00 70 2+00 3+00 43+00 44+00 8 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 12 8+00 9+00 40 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 75 51+00 52+00 11+00 12+00 37 52+00 53+00 12+00 13+00 72 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 72 1190 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 20 21+00 22+00 100 Ends @ 52+93 22+00 23+00 82 23+00 24+00 70 24+00 25+00 45 25+00 26+00 26+00 27+00 30 27+00 28+00 28+00 29+00 29+00 30+00 7 30+00 31+00 31+00 32+00 32+00 33+00 20 33+00 34+00 5 34+00 35+00 30 35+00 36+00 10 36+00 37+00 37+00 38+00 28 38+00 39+00 48 39+00 40+00 44 40+00 41+00 60
Mile Post: 89
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 100 41+00 42+00 20 1+00 2+00 50 42+00 43+00 2+00 3+00 43+00 44+00 8 3+00 4+00 44+00 45+00 22 4+00 5+00 8 45+00 46+00 42 5+00 6+00 59 46+00 47+00 45 6+00 7+00 28 47+00 48+00 60 7+00 8+00 8 48+00 49+00 72 8+00 9+00 21 49+00 50+00 50 9+00 10+00 36 50+00 51+00 21
10+00 11+00 25 51+00 52+00 48 11+00 12+00 35 52+00 53+00 12+00 13+00 36 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 70 55+00 56+00 15+00 16+00 15 1251 0 16+00 17+00 60 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 52+92 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 25 26+00 27+00 30 27+00 28+00 5 28+00 29+00 42 29+00 30+00 30+00 31+00 10 31+00 32+00 5 32+00 33+00 33+00 34+00 34+00 35+00 14 35+00 36+00 36+00 37+00 14 37+00 38+00 38+00 39+00 40 39+00 40+00 75 40+00 41+00 52
Mile Post: 90
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 17 1+00 2+00 42+00 43+00 21 2+00 3+00 43+00 44+00 3+00 4+00 15 44+00 45+00 40 4+00 5+00 45+00 46+00 40 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 10 7+00 8+00 48+00 49+00 56 8+00 9+00 20 49+00 50+00 9+00 10+00 20 50+00 51+00
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 45 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 547 10 16+00 17+00 17+00 18+00 18+00 19+00 20 19+00 20+00 3 20+00 21+00 21+00 22+00 Ends @ 52+88 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 17 27+00 28+00 28 28+00 29+00 30 29+00 30+00 30+00 31+00 31+00 32+00 11 32+00 33+00 30 33+00 34+00 34+00 35+00 35+00 36+00 24 36+00 37+00 28 10 37+00 38+00 53 38+00 39+00 10
40+00 41+00 9
Mile Post: 91
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 28 41+00 42+00 60 1+00 2+00 50 12 42+00 43+00 26 2+00 3+00 7 43+00 44+00 3+00 4+00 25 10 44+00 45+00 4+00 5+00 17 45+00 46+00 5+00 6+00 40 46+00 47+00 20 6+00 7+00 47+00 48+00 59 7+00 8+00 48+00 49+00 30 8+00 9+00 10 49+00 50+00 13 9+00 10+00 20 50+00 51+00 20
10+00 11+00 54 51+00 52+00 14 11+00 12+00 62 52+00 53+00 16 12+00 13+00 30 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 20 55+00 56+00 15+00 16+00 1383 92 16+00 17+00 17+00 18+00 13 18+00 19+00 19 19+00 20+00 20+00 21+00 21+00 22+00 50 10 Ends @ 52+96 22+00 23+00 35 23+00 24+00 25 24+00 25+00 52 25+00 26+00 20 26+00 27+00 27+00 28+00 28+00 29+00 30 29+00 30+00 30+00 31+00 16 31+00 32+00 32+00 33+00 33+00 34+00 20 34+00 35+00 46 35+00 36+00 54 36+00 37+00 7 37+00 38+00 130 38+00 39+00 100 39+00 40+00 105 40+00 41+00 100
Mile Post: 92
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 30 41+00 42+00 62 1+00 2+00 36 42+00 43+00 30 2+00 3+00 10 43+00 44+00 6 3+00 4+00 44+00 45+00 4+00 5+00 7 45+00 46+00 5+00 6+00 10 46+00 47+00 4 6+00 7+00 47+00 48+00 47 7+00 8+00 4 48+00 49+00 8+00 9+00 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 51+00 52+00 15 11+00 12+00 52+00 53+00 27 12+00 13+00 3 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 928 10 16+00 17+00 17+00 18+00 18 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 52+85 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 33 26+00 27+00 65 27+00 28+00 27 28+00 29+00 48 29+00 30+00 124 30+00 31+00 35 31+00 32+00 108 32+00 33+00 46 33+00 34+00 34+00 35+00 115 35+00 36+00 8 36+00 37+00 5 37+00 38+00 38+00 39+00 39+00 40+00 12 40+00 41+00 3
Mile Post: 93
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 35 41+00 42+00 60 1+00 2+00 96 42+00 43+00 228 2+00 3+00 86 43+00 44+00 93 3+00 4+00 45 44+00 45+00 88 4+00 5+00 117 45+00 46+00 117 5+00 6+00 26 46+00 47+00 38 6+00 7+00 36 47+00 48+00 125 7+00 8+00 76 48+00 49+00 8+00 9+00 49+00 50+00 226 9+00 10+00 50+00 51+00 200
10+00 11+00 46 51+00 52+00 152 11+00 12+00 100 52+00 53+00 144 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 3282 66 16+00 17+00 20 17+00 18+00 10 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 52+92 22+00 23+00 10 23+00 24+00 15 24+00 25+00 60 25+00 26+00 160 26+00 27+00 150 27+00 28+00 119 28+00 29+00 29+00 30+00 40 30+00 31+00 78 31+00 32+00 32+00 33+00 33+00 34+00 20 34+00 35+00 30 35+00 36+00 68 36 36+00 37+00 34 37+00 38+00 78 30 38+00 39+00 179 39+00 40+00 10 40+00 41+00 67
Mile Post: 94
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 44 41+00 42+00 1+00 2+00 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 19 46+00 47+00 6+00 7+00 6 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 20 9+00 10+00 50+00 51+00 10
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 331 0 16+00 17+00 17+00 18+00 9 18+00 19+00 50 19+00 20+00 34 20+00 21+00 21+00 22+00 Ends @ 53+00 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 46 28+00 29+00 67 29+00 30+00 16 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 10 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00
Mile Post: 95
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 10 41+00 42+00 1+00 2+00 7 42+00 43+00 38 2+00 3+00 48 43+00 44+00 32 3+00 4+00 38 44+00 45+00 4+00 5+00 12 45+00 46+00 5+00 6+00 8 46+00 47+00 6+00 7+00 4 47+00 48+00 12 7+00 8+00 48+00 49+00 44 8+00 9+00 8 49+00 50+00 9+00 10+00 7 50+00 51+00 45
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 10 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 457 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 5 20+00 21+00 3 21+00 22+00 11 Ends @ 52+59 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 26 32+00 33+00 33+00 34+00 6 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 17 38+00 39+00 39+00 40+00 66
Mile Post: 96
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 6 41+00 42+00 3 1+00 2+00 42+00 43+00 2 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 17 45+00 46+00 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 30 8+00 9+00 49+00 50+00 9+00 10+00 40 50+00 51+00
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 152 0 16+00 17+00 17+00 18+00 18+00 19+00 50 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 53+07 22+00 23+00 23+00 24+00 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 4 38+00 39+00
Mile Post: 97
Station To Station CS-1 CS-2 From
Station To
Station CS-1 CS-2 0+00 1+00 41+00 42+00 1+00 2+00 7 42+00 43+00 2+00 3+00 43+00 44+00 3+00 4+00 44+00 45+00 4+00 5+00 45+00 46+00 5+00 6+00 46+00 47+00 6+00 7+00 47+00 48+00 7+00 8+00 48+00 49+00 8+00 9+00 49+00 50+00 9+00 10+00 50+00 51+00
10+00 11+00 51+00 52+00 11+00 12+00 52+00 53+00 12+00 13+00 53+00 54+00 13+00 14+00 54+00 55+00 14+00 15+00 55+00 56+00 15+00 16+00 7 0 16+00 17+00 17+00 18+00 18+00 19+00 19+00 20+00 20+00 21+00 21+00 22+00 Ends @ 5+15 22+00 23+00 23+00 24+00 Pavement Change @ 5+15 24+00 25+00 25+00 26+00 26+00 27+00 27+00 28+00 28+00 29+00 29+00 30+00 30+00 31+00 31+00 32+00 32+00 33+00 33+00 34+00 34+00 35+00 35+00 36+00 36+00 37+00 37+00 38+00 38+00 39+00
ATTACHMENT 5
CONDITION SURVEY FORMS
WITH FDP1 LOCATIONS
ATTACHMENT 6
PAVEMENT BORING LOCATION PLANS
!A !A!A
!A!A!A!A!A !A!A!A
!A !A !A !A
!A!A!A !A
!A !A
!A!A !A !A
!A !A !A !A !A
!A!A !A!A
!A!A!A!A !A
!A!A
!A
!A !A
!A !A
!A!A
!A
!A
SKYLINE DRIVE
MILEPOSTS 65.2 - 84.0
PAVEMENT BORING PLAN
COVER SHEET
.!A
PAVEMENT BORING
MILEPOST
LEGEND
Boring No. Latitude Longitude Milepost Distance from
MP (feet) P-1 38.36097100 -78.54660200 65.25 1320 P-2 38.35182600 -78.54476600 66.00 0 P-3 38.34858407 -78.55027222 66.38 2006 P-4 38.34380000 -78.55401500 66.76 4006 P-5 38.33978100 -78.55800500 67.14 726 P-6 38.33712000 -78.56302600 67.51 2726 P-7 38.33512545 -78.56731752 67.90 4726 P-8 38.33060464 -78.57002084 68.27 1445 P-9 38.32800926 -78.57581994 68.65 3445
P-10 38.32322401 -78.57876924 69.03 165 P-11 38.32197743 -78.58495989 69.41 2165 P-12 38.32187280 -78.59073551 69.79 4165 P-13 38.32234356 -78.59670752 70.17 885 P-14 38.32216812 -78.60200140 70.55 2885 P-15 38.31870727 -78.60200072 70.93 4885 P-16 38.31577162 -78.60726450 71.30 1605 P-17 38.31550529 -78.61230061 71.68 3605 P-18 38.31448089 -78.61894431 72.06 325 P-19 38.30979100 -78.61729600 72.44 2325 P-20 38.30584903 -78.62145815 72.82 4325 P-21 38.30101500 -78.62301712 73.20 1045 P-22 38.29545100 -78.62454700 73.58 3045 P-23 38.29131580 -78.62375040 73.96 5045 P-24 38.28765200 -78.62773900 74.33 1765 P-25 38.28913079 -78.63385778 74.71 3765 P-26 38.28946209 -78.64082098 75.09 485 P-27 38.29293352 -78.64467622 75.47 2485 P-28 38.29617649 -78.64882438 75.85 4485 P-29 38.29871433 -78.64847148 76.23 1205 P-30 38.29435277 -78.65299128 76.61 3205 P-31 38.29170278 -78.65757809 76.99 5205 P-32 38.28702617 -78.66005727 77.36 1925 P-33 38.28168200 -78.66017800 77.74 3925 P-34 38.27835398 -78.66508285 78.12 645 P-35 38.27448691 -78.66428985 78.50 2645 P-36 38.27038440 -78.66000689 78.88 4645 P-37 38.26542834 -78.65925326 79.26 1365 P-38 38.26016044 -78.66137862 79.64 3365 P-39 38.25647774 -78.66629236 80.02 85 P-40 38.25374324 -78.67211215 80.39 2085 P-41 38.25593846 -78.67842106 80.77 4085 P-42 38.25361521 -78.68422234 81.15 805 P-43 38.24944232 -78.68899005 81.53 2805 P-44 38.24681401 -78.69544549 81.91 4805 P-45 38.24559224 -78.70134733 82.29 1525 P-46 38.24294300 -78.70658808 82.67 3525 P-47 38.23991390 -78.71124883 83.00 0 P-48 38.23700853 -78.71696386 83.43 2000 P-49 38.23349021 -78.72211072 83.76 4000 P-50 38.23128387 -78.72526507 84.00 0
!A
!A
!A
!A !A!A!A!A
!A
!A
!A
!A
!A
!A
MP67
SWIFT RUN GAP
ENTRANCE STATION
U.S. 33
U.S. 33
P-6
P-5
P-4
P-3
P-2
P-1
P-9
P-8
P-7
MP68
MP66
MP65
MP64
SKYLINE DRIVE
MILEPOSTS 65.2 - 84.0
PAVEMENT BORING PLAN
SHEET 1 OF 3
!A
PAVEMENT BORING
MILEPOST
LEGEND
0 2,000 4,0001,000 Feet
1 inch = 2,000 feet
!A
!A !A!A!A!A
!A
!A !A
!A
!A
!A
!A
!A
!A!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
MP76
MP78
P-17
P-20
P-35
P-34
P-33
P-32
P-31
P-30
P-29
P-28
P-27
P-26
P-25
P-24
P-23
P-22
P-21
P-19
P-18
P-16
P-15
P-14 P-13 P-12 P-11 P-10
MP77
MP75
MP74
MP73
MP70
MP72
MP71
MP69
SKYLINE DRIVE
MILEPOSTS 65.2 - 84.0
PAVEMENT BORING PLAN
SHEET 2 OF 3
!A
PAVEMENT BORING
MILEPOST
LEGEND
0 2,000 4,0001,000
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A !A
!A
!A
!A
!A
!A P-47
P-50
P-49
P-48
P-46
P-45 P-44
P-43
P-42
P-41
P-40
P-39
P-38
P-37
P-36
MP84
MP83
MP82
MP81
MP80
MP79
SKYLINE DRIVE
MILEPOSTS 65.2 - 84.0
PAVEMENT BORING PLAN
SHEET 3 OF 3
!A
PAVEMENT BORING
MILEPOST
LEGEND
0 2,000 4,0001,000
ATTACHMENT 7
PAVEMENT BORING LOGS
DE
PT
H (fe et
NOTES
De po si on al En vi ro nm en t Fi ll
G
RA
PH
IC
SAMPLE NO.
(RECOVERY)
SS-1
SS-2
SS-3
MATERIAL DESCRIPTION
ASPHALT, Asphalt - Surface Course - 4 inches, Binder Course - 6.5 inches AGGREGATE BASE, ABC Stone - 6 inches SANDY SILT (ML), with ne to coarse gravel, rm, tan, moist
SANDY SILT (ML), trace mica, gray tan, moist, with lenses and layers of rock fragments
SANDY SILT (ML), with ne gravel, gray tan
Borehole terminated at 10.0 feet
BLOW COUNT
DATA
(SPT N-value)
7-4-3 N= 7
4-6-8 N= 14
2-5-5 N= 10
STANDARD PENETRATION TEST DATA
EL
EV
AT
IO
N
-5
-10
-15
-20
Project: Skyline Drive Pavement Borings Harrisonburg, Virginia
211736
BORING LOG: P-01
Sheet 1 of 1
DATE DRILLED: 03/29/2021
DRILL RIG: CME 45
DRILLER: RS-AG-DG
HAMMER TYPE: Automa c hammer
DRILLING METHOD:
ELEVATION:
DATUM: NAVD88
BORING DEPTH: 10.0
CLOSURE: Cu ngs LOGGED BY: Mark Stephenson
NOTES: Borehole back lled with cu ngs, a hole closure device, and asphalt cold patch at surface.
La tude: 38.360971 Longitude: -78.54660
SAMPLING METHOD: SS PROJECT COORDINATE SYSTEM - NAD 1983 StatePlane Virginia South FIPS 4502 Feet
GROUNDWATER DATE/TIME DEPTH
(FT) REMARKS
DURING ADVANCE 03/29/2021 Dry to 6.7' @ TOB
END OF DRILLING
AFTER DRILLING
AFTER DRILLING
GROUNDWATER DEPTHS ARE NOT EXACT AND MAY VARY SUBSTANTIALLY FROM THOSE INDICATED.
LL=Liquid Limit, PL = Plas c Limit, NM = Natural Moisture Content, PPV = Pocket Penetrometer (tsf), PTV = Pocket Torvane (tsf)
% Fines
NMC
PL---LL
20 40 60 80
H (fe et
NOTES
De po si on al En vi ro nm en t Fi ll Re sid uu m
G
RA
PH
IC
SAMPLE NO.
(RECOVERY)
SS-1
SS-2
SS-3
MATERIAL DESCRIPTION
ASPHALT, Asphalt - Surface Course - 5.5 inches, Binder Course - 6 inches AGGREGATE BASE, ABC Stone - 4 inches SANDY SILT (ML), orange brown, moist, slightly clayey with ne to coarse gravel
SILTY SAND (SM), with ne gravel, medium dense, tan, ne to coarse grained, moist
SILTY SAND (SM), with ne to coarse gravel, dense, white tan and gray, ne to coarse grained, moist SILTY SAND (SM), white tan and gray
Borehole terminated at 10.0 feet
BLOW COUNT
DATA
(SPT N-value)
8-10-14 N= 24
7-5-6 N= 11
6-9-39 N= 48
STANDARD PENETRATION TEST DATA
EL
EV
AT
IO
N
-5
-10
-15
-20
Project: Skyline Drive Pavement Borings Harrisonburg, Virginia
211736
BORING LOG: P-02
Sheet 1 of 1
DATE DRILLED: 03/29/2021
DRILL RIG: CME 45
DRILLER: RS-AG-DG
HAMMER TYPE: Automa c hammer
DRILLING METHOD:
ELEVATION:
DATUM: NAVD88
BORING DEPTH: 10.0
CLOSURE: Cu ngs LOGGED BY: Mark Stephenson
NOTES: Borehole back lled with cu ngs, a hole closure device, and asphalt cold patch at surface.
La tude: 38.351826 Longitude: -78.54477
SAMPLING METHOD: SS PROJECT COORDINATE SYSTEM - NAD 1983 StatePlane Virginia South FIPS 4502 Feet
GROUNDWATER DATE/TIME DEPTH
(FT) REMARKS
DURING ADVANCE 03/29/2021 Dry to 7.5' @ TOB
END OF DRILLING
AFTER DRILLING
AFTER DRILLING
GROUNDWATER DEPTHS ARE NOT EXACT AND MAY VARY SUBSTANTIALLY FROM THOSE INDICATED.
LL=Liquid Limit, PL = Plas c Limit, NM = Natural Moisture Content, PPV = Pocket Penetrometer (tsf), PTV = Pocket Torvane (tsf)
% Fines
NMC
H (fe et
NOTES
De po si on al En vi ro nm en t Fi ll
G
RA
PH
IC
SAMPLE NO.
(RECOVERY)
SS-1
SS-2
SS-3
MATERIAL DESCRIPTION
ASPHALT, Asphalt - Surface Course - 5 inches, Binder Course - 6 inches AGGREGATE BASE, ABC Stone - 6 inches SANDY SILT (ML), very s , orange tan, moist SILTY SAND (SM), with ne to coarse gravel, medium dense, tan gray, ne to coarse grained, moist
SILTY SAND (SM), tan gray, moist
Borehole terminated at 10.0 feet
BLOW COUNT
DATA
(SPT N-value)
3-10-15 N= 25
6-7-21 N= 28
9-8-9 N= 17
STANDARD PENETRATION TEST DATA
EL
EV
AT
IO
N
-5
-10
-15
-20
Project: Skyline Drive Pavement Borings Harrisonburg, Virginia
211736
BORING LOG: P-03
Sheet 1 of 1
DATE DRILLED: 03/30/2021
DRILL RIG: CME 45
DRILLER: RS-AG-DG
HAMMER TYPE: Automa c hammer
DRILLING METHOD:
ELEVATION:
DATUM: NAVD88
BORING DEPTH: 10.0
CLOSURE: Cu ngs LOGGED BY: Mark Stephenson
NOTES: Borehole back lled with cu ngs, a hole closure device, and asphalt cold patch at surface.
La tude: 38.348584 Longitude: -78.55027
SAMPLING METHOD: SS PROJECT COORDINATE SYSTEM - NAD 1983 StatePlane Virginia South FIPS 4502 Feet
GROUNDWATER DATE/TIME DEPTH
(FT) REMARKS
DURING ADVANCE 03/30/2021 Dry to 6' @ TOB
END OF DRILLING
AFTER DRILLING
AFTER DRILLING
GROUNDWATER DEPTHS ARE NOT EXACT AND MAY VARY SUBSTANTIALLY FROM THOSE INDICATED.
LL=Liquid Limit, PL = Plas c Limit, NM = Natural Moisture Content, PPV = Pocket Penetrometer (tsf), PTV = Pocket Torvane (tsf)
% Fines
NMC
H (fe et
NOTES
De po si on al En vi ro nm en t Fi ll
G
RA
PH
IC
SAMPLE NO.
(RECOVERY)
SS-1
SS-2
SS-3
MATERIAL DESCRIPTION
ASPHALT, Asphalt - Surface Course - 5 inches, Binder Course - 5 inches AGGREGATE BASE, ABC Stone - 5 inches LEAN CLAY (CL), with ne to coarse gravel, rm, gray tan, moist
SANDY SILT (ML), with ne to coarse gravel, very s , gray tan, moist
SANDY SILT (ML), with gravel, gray tan
Borehole terminated at 10.0 feet
BLOW COUNT
DATA
(SPT N-value)
2-2-4 N= 6
4-12-8 N= 20
3-7-10 N= 17
STANDARD PENETRATION TEST DATA
EL
EV
AT
IO
N
-5
-10
-15
-20
Project: Skyline Drive Pavement Borings Harrisonburg, Virginia
211736
BORING LOG: P-04
Sheet 1 of 1
DATE DRILLED: 03/30/2021
DRILL RIG: CME 45
DRILLER: RS-AG-DG
HAMMER TYPE: Automa c hammer
DRILLING METHOD:
ELEVATION:
DATUM: NAVD88
BORING DEPTH: 10.0
CLOSURE: Cu ngs LOGGED BY: Mark Stephenson
NOTES: Borehole back lled with cu ngs, a hole closure device, and asphalt cold patch at surface.
La tude: 38.343800 Longitude: -78.55402
SAMPLING METHOD: SS PROJECT COORDINATE SYSTEM - NAD 1983 StatePlane Virginia South FIPS 4502 Feet
GROUNDWATER DATE/TIME DEPTH
(FT) REMARKS
DURING ADVANCE 03/30/2021 Dry to 6.1' @ TOB
END OF DRILLING
AFTER DRILLING
AFTER DRILLING
GROUNDWATER DEPTHS ARE NOT EXACT AND MAY VARY SUBSTANTIALLY FROM THOSE INDICATED.
LL=Liquid Limit, PL = Plas c Limit, NM = Natural Moisture Content, PPV = Pocket Penetrometer (tsf), PTV = Pocket Torvane (tsf)
% Fines
NMC
H (fe et
NOTES
De po si on al En vi ro nm en t Fi ll Re sid uu m
G
RA
PH
IC
SAMPLE NO.
(RECOVERY)
SS-1
SS-2
SS-3
MATERIAL DESCRIPTION
ASPHALT, Asphalt - Surface Course - 4 inches, Binder Course - 3.5 inches AGGREGATE BASE, ABC Stone - 4 inches SILTY SAND (SM), with ne to coarse gravel, loose, tan, ne to coarse grained, moist
LEAN CLAY (CL), with ne gravel, rm, tan, moist
POORLY GRADED GRAVEL (GP), medium dense, light gray tan, ne to coarse grained, dry POORLY GRADED GRAVEL (GP), light gray tan
Borehole terminated at 10.0 feet
BLOW COUNT
DATA
(SPT N-value)
5-5-2 N= 7
5-3-4 N= 7
5-11-10 N= 21
STANDARD PENETRATION TEST DATA
EL
EV
AT
IO
N
-5
-10
-15
-20
Project: Skyline Drive Pavement Borings Harrisonburg, Virginia
211736
BORING LOG: P-05
Sheet 1 of 1
DATE DRILLED: 03/30/2021
DRILL RIG: CME 45
DRILLER: RS-AG-DG
HAMMER TYPE: Automa c hammer
DRILLING METHOD:
ELEVATION:
DATUM: NAVD88
BORING DEPTH: 10.0
CLOSURE: Cu ngs LOGGED BY: Mark Stephenson
NOTES: Borehole back lled with cu ngs, a hole closure device, and asphalt cold patch at surface.
La tude: 38.339781 Longitude: -78.55800
SAMPLING METHOD: SS PROJECT COORDINATE SYSTEM - NAD 1983 StatePlane Virginia South FIPS 4502 Feet
GROUNDWATER DATE/TIME DEPTH
(FT) REMARKS
DURING ADVANCE 03/30/2021 Dry to 6.2' @ TOB
END OF DRILLING
AFTER DRILLING
AFTER DRILLING
GROUNDWATER DEPTHS ARE NOT EXACT AND MAY VARY SUBSTANTIALLY FROM THOSE INDICATED.
LL=Liquid Limit, PL = Plas c Limit, NM = Natural Moisture Content, PPV = Pocket Penetrometer (tsf), PTV = Pocket Torvane (tsf)
% Fines
NMC
H (fe et
NOTES
Auger refusal at 3.0 feet
De po si on al En vi ro nm en t Fi ll
G
RA
PH
IC
SAMPLE NO.
(RECOVERY)
SS-1
SS-2
MATERIAL DESCRIPTION
ASPHALT, Asphalt - Surface Course - 7 inches, Binder Course - 4 inches AGGREGATE BASE,…
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