Boring_Locations___Logs_0001.pdf
PDF 813 KB Posted
- Attached to
- Retaining Wall Replacement Federal contract opportunity
- Solicitation number
- 140P6425B0008
About this file
These are geotechnical boring logs documenting subsurface soil conditions for the Cuyahoga Valley National Park Retaining Wall Replacement project. The logs detail two separate borehole investigations (B-001-0-24 and B-002-0-24) conducted on 9/23/24, each extending 50 feet deep near milepost 40.3. Soil strata include multiple layers of fill, silty sand, sandy silt, and gravel, with varying density and moisture conditions. The boreholes were drilled using 3.25" hollow stem auger method with Standard Penetration Test (SPT) sampling, revealing ground elevations of 878.8 ft and 880.5 ft respectively, with ground water observed at depths of 40.0 ft and 28.5 ft. The geological data will likely inform foundation design and construction requirements for the replacement retaining wall adjacent to the Cuyahoga Valley Scenic Railroad.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P6425B0008_Amd_0001.pdf | ||
| Questions_and_Answers_0001.pdf | ||
| CUVA_FAA_Notice_Criteria_Tool_0001.pdf | ||
| Sol_140P6425B0008.pdf | ||
| B08_Solicitation_-_Limitations_on_Subcontracting_Report.xlsx | XLSX spreadsheet | |
| Retaining_Wall_Replacement_-_Bid_Schedule_.xlsx | XLSX spreadsheet | |
| Retaining_Wall_Replacment_-_Drawings.pdf | ||
| Retaining_Wall_Replacement_-_Specifications.pdf | ||
| Retaining_Wall_Repalcement_-_DOL_Wage_Determination.pdf |
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Text version
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878879
874 873
872 871
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Ohio Utilities Protection Service before you dig
Edge of Pavement (Ex)
Tree Line (Ex)
Property Line Symbol , Example Ownership Hook Symbol , Example
Break Line Symbol , Example Tree (Pr) , Tree (Ex) , Shrub (Ex) Tree (Remove) , Shrub (Remove) Evergreen (Ex) , Stump Evergreen (Remove) , Stump (Remove) Wetland (Pr) , Grass (Pr) , Aerial Target
Light (Ex) , Telephone Marker (Ex) Fire Hydrant (Ex) , Water Meter (Ex) Water Valve (Ex) , Utility Valve Unknown (Ex.)
Telephone Pole (Ex) , Power Pole (Ex) Light Pole (Ex)
Fence Line (Ex) (Pr)
Ditch / Creek (Ex)
Mailbox (Ex) , Mailbox (Pr)
Guardrail (Ex) (Pr)
CONVENTIONAL SYMBOLS
Edge of Shoulder (Ex) Edge of Curb (Ex)
Electric Manhole (Ex) , Sign (Ex) Soil Boring (Ex) , Point of Rail Switch (Ex)
, Post (Ex)
DMATCHIS
Text Box Exhibit 7: Boring Location Plan
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6-6-4 (10)
4-4-3 (7)
3-2-2 (4)
3-2-3 (5)
3-2-2 (4)
3-2-2 (4)
3-2-3 (5)
4-3-3 (6)
5-25-50 (75)
2-4-5 (9)
5-4-5 (9)
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0.0/878.8 FILL: (GP), Railway Ballast 1.3/877.6 FILL: black and dark brown, WELL GRADED GRAVEL (GW), loose to medium dense, moist
3.5/875.3 FILL: dark brown, fine to coarse SILTY SAND WITH GRAVEL (SM), very loose to loose, moist
13.5/865.3 FILL: dark brown, fine to medium SILTY SAND (SM), little gravel, very loose to loose, moist
19.5/859.3 Brown, fine to medium SANDY SILT (ML), loose to medium dense, moist
24.0/854.8 Light gray, medium to coarse SILTY GRAVEL WITH SAND (GM), very dense, moist
28.5/850.3 Brown, fine to medium SILTY SAND (SM), little gravel, loose, moist
GROUND ELEVATION 878.8 ft HOLE SIZE
DRILLING CONTRACTOR SME GROUND WATER LEVELS:
DRILLING METHOD 3.25" HSA w/ SPTs
CHECKED BY M. MohammedLOGGED BY D.Matchison
NOTES
DATE STARTED 9/23/24 COMPLETED 9/23/24
AFTER DRILLING ---
AT END OF DRILLING ---
AT TIME OF DRILLING 40.0 ft / Elev 838.8 ft
NORTH --- EAST --- STATION --- OFFSET ---
ATTERBERG
LIMITS
(Continued Next Page)
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Latitude: 41.09001641 Longitude: -81.51696671
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MATERIAL DESCRIPTION
BORING NUMBER B-001-0-24
PROJECT NAME CUVA MP40 Wall Replacement
PROJECT LOCATION Akron, Ohio
CLIENT NPS / CVSR
PROJECT NUMBER 10412500
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9999 Carver Road, Suite 210 Cincinnati, OH 45242
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3-3-4 (7)
2-3-5 (8)
3-6-12 (18)
NP NP NP 78
28.5/850.3 Brown, fine to medium SILTY SAND (SM), little gravel, loose, moist
40.0/838.8 Gray, SILT WITH SAND (ML), loose to medium dense, moist
Bottom of borehole at 50.0 feet.
ATTERBERG
LIMITS
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MATERIAL DESCRIPTION
BORING NUMBER B-001-0-24
PROJECT NAME CUVA MP40 Wall Replacement
PROJECT LOCATION Akron, Ohio
CLIENT NPS / CVSR
PROJECT NUMBER 10412500
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7-16-16 (32)
5-7-10 (17)
6-8-12 (20)
4-8-10 (18)
6-8-12 (20)
9-9-16 (25)
15-20-20 (40)
15-16-18 (34)
6-9-14 (23)
6-6-9 (15)
6-6-8 (14)
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0.0/880.5 FILL: light brown, fine to medium SILTY SAND (SM), medium dense, moist
9.5/871.0 Light brown and orange, fine to medium SILTY SAND (SM), medium dense, moist
16.0/864.5 Brown, fine SANDY SILT (ML), dense, moist
23.5/857.0 Brown and gray, fine SILT (ML), little sand, medium dense, moist
28.5/852.0 Gray, fine SILT (ML), little sand, medium dense, moist
GROUND ELEVATION 880.5 ft HOLE SIZE
DRILLING CONTRACTOR SME GROUND WATER LEVELS:
DRILLING METHOD 3.25" HSA w/ SPTs
CHECKED BY M. MohammedLOGGED BY D.Matchison
NOTES
DATE STARTED 9/23/24 COMPLETED 9/23/24
AFTER DRILLING ---
AT END OF DRILLING ---
AT TIME OF DRILLING 28.5 ft / Elev 852.0 ft
NORTH --- EAST --- STATION --- OFFSET ---
ATTERBERG
LIMITS
(Continued Next Page)
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Latitude: 41.08992034 Longitude: -81.51660606
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MATERIAL DESCRIPTION
BORING NUMBER B-002-0-24
PROJECT NAME CUVA MP40 Wall Replacement
PROJECT LOCATION Akron, Ohio
CLIENT NPS / CVSR
PROJECT NUMBER 10412500
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6-7-7 (14)
5-5-9 (14)
4-5-7 (12)
NP NP NP 99
28.5/852.0 Gray, fine SILT (ML), little sand, medium dense, moist
38.5/842.0 Gray, SILT (ML), trace sand, medium dense, moist
Bottom of borehole at 50.0 feet.
ATTERBERG
LIMITS
D E
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MATERIAL DESCRIPTION
BORING NUMBER B-002-0-24
PROJECT NAME CUVA MP40 Wall Replacement
PROJECT LOCATION Akron, Ohio
CLIENT NPS / CVSR
PROJECT NUMBER 10412500
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