Minnesota Department of Transportation MEMO Office of Materials Mailstop Gervais Avenue Maplewood, MN 55109
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1 Minnesota Department of Transportation MEMO Office of Materials Mailstop Gervais Avenue Maplewood, MN 9 DATE: May 1, 09 TO: FROM: Dale Gade, Final Design Project Manager Metro Waters Edge Gary Person, Foundations Engineer Geotechnical Section Foundations Unit PHONE: CONCUR: Derrick Dasenbrock, Assistant Foundations Engineer Office of Materials SUBJECT: S.P Cable Guardrail for the Median of TH 36 Located From TH61 In Maplewood to I694 in Oakdale Subsurface Investigation Project Description This report provides a summary of the subsurface investigation to describe the soils that may be encountered when installing the proposed 3-cable guardrail system. Field Investigation and Foundation Conditions Seventeen standard penetration test borings () were taken in April of 09 by Mn/DOT s Foundation unit. borings were taken at designed termination points of the guardrail section. The attached map shows the location of the borings. Copies of the borings are included with this report. Attachments: Maps of the boring s Boring Logs Unique # 24 to 21 (T01 to T16) cc: Glenn Engstrom Dave VanDeusen File
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5 Minnesota Department of Transportation Geotechnical Section Boring Log Descriptive Terminology (English Units) USER NOTES, ABBREVIATIONS AND DEFINITIONS - Additional information available in Geotechnical Manual. This boring was made by ordinary and conventional methods and with care deemed adequate for the Department's design purposes. Since this boring was not taken to gather information relating to the construction of the project, the data noted in the field and recorded may not necessarily be the same as WH... Weight of WR... Weight of Rod Mud... Fluids in Sample CS... Continuous Sample very loose loose...- medium dense dense very dense...>0 that which a contractor would desire. While the Consistency - Cohesive s BPF Department believes that the information as to the conditions and materials reported is accurate, it does not warrant that the information is necessarily complete. This information has been edited or abridged and may not reveal all the information which might be useful or of interest to the contractor. Consequently, the Department will make available very soft soft firm...- stiff...9- very stiff hard very hard...> 60 at its offices, the field logs relating to this boring. Since subsurface conditions outside each borehole are unknown, and soil, rock and water conditions cannot be relied upon to be consistent or uniform, no warrant is made that conditions adjacent to this boring will necessarily be the same as or similar to those shown on this log. Furthermore, the Department will not be responsible for any interpretations, assumptions, projections or interpolations made by contractors, or other users of this log. Water levels recorded on this log should be used with discretion since the use of drilling fluids in borings may seriously distort the true field conditions. Also, water levels in cohesive soils often take extended periods of time to reach equilibrium and thus reflect their true field level. Water levels can be expected to vary both seasonally and yearly. The absence of notations on this log regarding water does not necessarily mean that this boring was dry or that the contractor will not encounter subsurface water during the course of construction. WATER MEASUREMENT AB... After Bailing AC... After Completion AF... After Flushing w/c... with Casing w/m... with Mud WSD... While Sampling/ w/aug... with Hollow Stem Auger MISCELLANEOUS NA... Not Applicable w/... with w/o... with out sat... saturated SOIL/CORE TESTS N ASTM D6 Modified Blows per foot with 140 lb. hammer and a standard energy of 2 ft-lbs. This energy represents 60% of the potential energy of the system and is the average energy provided by a Rope & Cathead system.... Moisture Content... Cohesion γ... Sample Density LL... Liquid Limit PI... Plasticity Index Φ... Phi Angle REC... Percent Recovered RQD... Quality Description (Percent of total core interval consisting of unbroken pieces 4 inches or longer) ACL... Average Length (Average length of core that is greater than 4 inches long)... Number of natural core breaks per 2-foot interval. DISCONTINUITY SPACING Fractures Distance Bedding Very Close... <2 inches...very Thin Close inches...thin Mod. Close inches...medium Wide... >36 inches...thick WS PD DRILLING SYMBOLS Vane Shear Test Washed Sample (Collected during plug drilling) Augered Plug Drilled Split Tube Sample ( 2 in. spilt tube with liners) Thin Wall Sample (3 in. Shelby Tube) % Sand Drilled 0 DRILLING OPERATIONS (NV Barrel unless otherwise noted) 0 AUG... Augered CS Continuous 90 CD... Drilled Sample LS DBD... Disturbed by A/J 0% S Augered & Jetted DBJ... Disturbed by Jetting Jet Jetted PD... Plug Drilled A/P ST... Split Tube ( test) Augered & Plug Drilled TW... Thinwall (Shelby Tube) WS... Wash Sample RELATIVE DENSITY NSR... No Sample Retrieved Compactness - Granular s Index Sheet No. March 03 G:\geotech\Public\Forms\INDEX30.doc BPF 60 0 COLOR blk... Black wht...white grn... Green brn...brown orng... Orange yel...yellow dk... Dark lt...light IOS... Iron Oxide Stained GRAIN SIZE /PLASTICITY VF... Very Fine pl...plastic F... Fine slpl...slightly Cr... Coarse Plastic SOIL/ROCK TERMS C... Clay Lmst...Limestone L... Loam Sst...Sandstone S... Sand Dolo...Dolostone Si... Silt wx...weathered G... Gravel (No. Sieve to 3 inches) Bldr... Boulder (over 3 inches) T... till (unsorted, nonstratified glacial deposits) Mn/DOT Triangular Textural System 40 SC SCL (plastic) SL (slightly plastic) C CL L 0 % % Silt 0 0 Si SiCL SiL 0 60 % Clay Si %
6 MN Trunk Highway TH 36 T Ramsey Co. Coordinate: X=600 Y=126 Latitude (North)=4 01'46.3" UNIQUE NUMBER 24 Trunk Highway/ Longitude (West)=92 '4.6" Sandy Clay Loam with roots and twigs, brown and moist 4 Drill Machine 9332 Geoprobe Completed 4//09 Sand with a little Gravel, brown and moist Sand, brown and moist slightly plastic Sandy Loam with a few pebbles, brown and very moist 11 Bottom of Hole -.0' No water encountered or measured during drilling Class:DSB Class: Edit: Date: /1/09
7 MN Trunk Highway TH 36 T Ramsey Co. Coordinate: X=60621 Y=1664 Latitude (North)=4 01'39.99" UNIQUE NUMBER 2 Trunk Highway/ Longitude (West)=92 '." Drill Machine 9332 Geoprobe Completed 4/21/09 Loamy Sand and Gravel, brown and moist mixed slightly plastic and plastic Sandy Loam with some pebbles, browns and gray-browns, moist Loamy Sand with a little Gravel and a trace of plastic Fine Sandy Loam, gray-brown with light gray, wet Bottom of Hole -.0' Water measured at 11.' with casing Water measured at.0', hole depth.0', 4/21/09 Water measured at.3', hole depth.0', 4/21/09 Class:DSB Class: Edit: Date: /1/09
8 MN Trunk Highway TH 36 T Ramsey Co. Coordinate: X=6090 Y=1600 Latitude (North)=4 01'34.4" UNIQUE NUMBER 26 Trunk Highway/ Longitude (West)=92 '24.0" Drill Machine 9332 Geoprobe Completed 4/21/09 slightly organic Loamy Sand with a seam of Sandy Clay Loam, brown and damp slightly plastic Sandy Loam with a few pebbles, light gray to gray-brown, wet Clay Loam, brown and very moist plastic Sandy Loam with a few pebbles and a layer of Coarse Sand, gray-brown and wet Bottom of Hole -.0' Water measured at.2' with casing Water measured at.2', hole depth.', 4/21/09 Class:DSB Class: Edit: Date: /1/09
9 MN Trunk Highway TH 36 T Ramsey Co. Coordinate: X=60303 Y=14022 Latitude (North)=4 01'.06" UNIQUE NUMBER 2 Trunk Highway/ Longitude (West)=92 '9." Drill Machine 9332 Geoprobe Completed 4/21/09 organic plastic Sandy Loam with a few roots and pebbles, dark brown and moist Sand with a seam of Coarse Sand, brown and wet Loamy Sand with a few pebbles, gray-brown and wet Bottom of Hole -.0' Water measured at 1.3' with casing Class:DSB Class: Edit: Date: /1/09
10 MN Trunk Highway TH 36 T0 9. Ramsey Co. Coordinate: X= Y=32 Latitude (North)=4 01'0.22" UNIQUE NUMBER 2 Trunk Highway/ Longitude (West)=92 9'11." Drill Machine 9332 Geoprobe Completed 4/21/09 slightly plastic Sandy Loam with Loamy Sand traces, dark browns and damp Loamy Sand with some Gravel and a Silty Clay layer at 9.0', browns, very moist to wet Bottom of Hole -.0' Water measured at.0' with casing Class:DSB Class: Edit: Date: /1/09
11 MN Trunk Highway TH 36 T Ramsey Co. Coordinate: X=6041 Y=191 Latitude (North)=4 00'.09" UNIQUE NUMBER 29 Trunk Highway/ Longitude (West)=92 9'30.3" Drill Machine 9332 Geoprobe Completed 4/22/09 Sand & Gravel, dark brown and moist Sand, brown, moist to saturated plastic Sandy Loam with a few pebbles, gray and moist Bottom of Hole -.0' Water measured at 11.1' with casing Water measured at.0', hole depth.0', 4/22/09 Class:DSB Class: Edit: Date: /1/09
12 MN Trunk Highway TH 36 T Ramsey Co. Coordinate: X=6040 Y= Latitude (North)=4 00'.0" UNIQUE NUMBER 21 Trunk Highway/ Longitude (West)=92 9'33.4" Drill Machine 9332 Geoprobe Completed 4/22/09 Sand & Gravel, dark brown and damp slightly plastic Sandy Loam with a few pebbles, gray and damp Bottom of Hole -.' No water encountered or measured during drilling Class:DSB Class: Edit: Date: /1/09
13 MN Trunk Highway TH 36 T Ramsey Co. Coordinate: X=6009 Y=12 Latitude (North)=4 00'4.62" UNIQUE NUMBER 2111 Trunk Highway/ Longitude (West)=92 9'46." slightly organic Loamy Sand & Gravel, dark brown and damp 11 9 Drill Machine 9332 Geoprobe Completed 4/22/09 plastic Sandy Loam with a few pebbles, brown and moist Sand with a layer of Coarse Sand at 14.0', a layer of slightly plastic Fine Sandy Loam at.' and a layer of Silty Clay at 19.'; brown; moist to saturated Water measured at 11.1' with casing Class:DSB Class: Edit: Date: /1/09
14 Trunk Highway/ MN Trunk Highway TH 36 T Ramsey Co. Coordinate: X=999 Y=1 Latitude (North)=4 00'4.21" UNIQUE NUMBER 21 Longitude (West)=92 9'4.3" Drill Machine 9332 Geoprobe Completed 4/23/ Sand, brownand damp casing refusal at.0' Bottom of Hole -.' No water encountered or measured during drilling Class:DSB Class: Edit: Date: /1/09
15 Trunk Highway/ MN Trunk Highway TH 36 T09B 96. Ramsey Co. Coordinate: X=9992 Y=1 Latitude (North)=4 00'4.23" UNIQUE NUMBER 21 Longitude (West)=92 9'4.32" Drill Machine 9332 Geoprobe Completed 4/23/09 slightly plastic Sandy Loam, brown and moist Sand, brown and saturated Bottom of Hole - 1.' Water measured at.3' with auger heave in auger Class:DSB Class: Edit: Date: /1/09
16 MN Trunk Highway TH 36 T Ramsey Co. Coordinate: X=906 Y=1039 Latitude (North)=4 00'43.9" UNIQUE NUMBER 2114 Trunk Highway/ Longitude (West)=93 00'14.4" Drill Machine 9332 Geoprobe Completed 4/23/09 organic slightly plastic Sandy Loam with a few pebbles and some roots, dark brown and moist Sand with a little Gravel, brown to gray-brown, moist Clay Loam, light gray and damp Bottom of Hole -.1' No water encountered or measured during drilling Class:DSB Class: Edit: Date: /1/09
17 MN Trunk Highway TH 36 T Ramsey Co. Coordinate: X=9 Y=1019 Latitude (North)=4 00'43.2" UNIQUE NUMBER 21 Trunk Highway/ Longitude (West)=93 00'21.6" Drill Machine 9332 Geoprobe Completed 4/2/09 slightly organic slightly plastic Sandy Loam with a few pebbles, dark brown and moist Sand, brown and damp Sand with some Gravel, brown and moist Bottom of Hole -.' No water encountered or measured during drilling Class:DSB Class: Edit: Date: /1/09
18 MN Trunk Highway TH 36 T 9.3 Ramsey Co. Coordinate: X=9203 Y=10616 Latitude (North)=4 00'41.94" UNIQUE NUMBER 2116 Trunk Highway/ Longitude (West)=93 01'32.46" Drill Machine 9332 Geoprobe Completed 4/2/09 Sand and Gravel, dark brown and moist 9.3 slightly plastic Sandy Loam, brown and moist Sand, brown and moist Loamy Sand with a little Gravel and diesel fuel odor, brown and wet Bottom of Hole -.0' No water encountered or measured during drilling Class:DSB Class: Edit: Date: /1/09
19 MN Trunk Highway TH 36 T 94.3 Ramsey Co. Coordinate: X=39 Y=106 Latitude (North)=4 00'42.06" UNIQUE NUMBER 211 Trunk Highway/ Longitude (West)=93 02'23.46" Drill Machine 9332 Geoprobe Completed 4/2/09 Sand and Gravel, dark brown and damp plastic Sandy Loam with a few pebbles, brown and moist.0.3 Sand with a little Gravel, light brown and damp Sand, light brown and damp Bottom of Hole -.0' No water encountered or measured during drilling Class:DSB Class: Edit: Date: /1/09
20 MN Trunk Highway TH 36 T14.6 Ramsey Co. Coordinate: X=39 Y=1060 Latitude (North)=4 00'42.0" UNIQUE NUMBER 211 Trunk Highway/ Longitude (West)=93 02'43.64" Drill Machine 9332 Geoprobe Completed 4/2/09 slightly organic Sand and Gravel, dark brown and wet 11.6 Sand, brown and moist plastic Sandy Loam, gray-brown and moist Sand, brown and moist Silty Clay, brown and wet Fine Sand, brown and very moist Loamy Sand with a little Gravel, brown and wet Bottom of Hole -.0' No water encountered or measured during drilling Class:DSB Class: Edit: Date: /1/09
21 MN Trunk Highway TH 36 T. Ramsey Co. Coordinate: X=241 Y=106 Latitude (North)=4 00'42." UNIQUE NUMBER 2119 Trunk Highway/ Longitude (West)=93 02'4.0" Drill Machine 9332 Geoprobe Completed 4/2/09 Sandy Clay Loam, dark brown and very moist 3 1. Sand, light brown and damp Fine Sand with a little Gravel, light brown and wet Loamy Sand to Sand, brown to light brown, moist Fine Sand, brown and saturated Bottom of Hole -.0' No water encountered or measured during drilling Class:DSB Class: Edit: Date: /1/09
22 MN Trunk Highway TH 36 T Ramsey Co. Coordinate: X=403 Y=10624 Latitude (North)=4 00'42.31" UNIQUE NUMBER 21 Trunk Highway/ Longitude (West)=93 03'11.29" Drill Machine 9332 Geoprobe Completed 4/2/09 11 Loamy Sand with a little Gravel, dark brown and moist Loamy Sand with a seam of plastic Sandy Loam, brown and damp Loamy Sand, gray and moist.0 Loamy Sand, brown and moist Loamy Sand with a seam of plastic Sandy Loam, gray and moist Sandy Clay Loam, gray and moist Bottom of Hole -.0' No water encountered or measured during drilling Class:DSB Class: Edit: Date: /1/09
Minnesota Department of Transportation MEMO Office of Materials Mailstop Gervais Avenue Maplewood, MN 55109
Minnesota Department of Transportation MEMO Office of Materials Mailstop 4 1400 Gervais Avenue Maplewood, MN 9 DATE: April 2, 09 TO: FROM: D. J. Sosa, Final Design Project Manager Metro Waters Edge Gary
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