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: April 2, 09 TO: FROM: D. J. Sosa, 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 77 Located From I494 to TH 2 in Richfield 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 Eight standard penetration test borings () were taken in March 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 # to 7190 (T01 to T08) cc: Glenn Engstrom Dave VanDeusen File
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4 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...-8 stiff very stiff hard very hard...> 0 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 0... ASTM D18 Modified Blows per foot with 140 lb. hammer and a standard energy of 2 ft-lbs. This energy represents 0% 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... >3 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 70 DRILLING OPERATIONS (NV Barrel unless otherwise noted) 80 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. 3.0 March 03 G:\geotech\Public\Forms\INDEX30.doc BPF 0 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 Si SiCL SiL 70 0 % Clay Si %
5 MN Trunk Highway 77 T Hennepin Co. Coordinate: X=3271 Y=7973 Latitude (North)=44 3'42.4" UNIQUE NUMBER Longitude (West)=93 14'0.0" Drill Machine 9332 Geoprobe (ft) Completed 3/24/09 organic Loamy Sand with roots, dark brown and moist 47 %org Fine Sand, light brown, damp to very moist Loamy Fine Sand, light brown and wet Bottom of Hole -.' Water measured at.0' with casing Class:DSB Class: Edit: Date: 4/2/09 G:\GINT\PROJECTS-ACTIVE\ GPJ
6 MN Trunk Highway 77 T Hennepin Co. Coordinate: X=337 Y=79 Latitude (North)=44 3'19.99" UNIQUE NUMBER Longitude (West)=93 14'48.92" Drill Machine 9332 Geoprobe (ft) Completed 3/24/ slightly plastic Sandy Loam, dark browns and moist organic slightly plastic Sandy Loam with a few traces of Loamy Sand, black with light gray, moist %org-.1 %org Sand with some traces of organic matter, light gray and wet NSR Bottom of Hole -.' No water encountered or measured during drilling Class:DSB Class: Edit: Date: 4/2/09 G:\GINT\PROJECTS-ACTIVE\ GPJ
7 MN Trunk Highway 77 T Hennepin Co. Coordinate: X=33 Y= Latitude (North)=44 3'19.40" UNIQUE NUMBER Longitude (West)=93 14'48.9" Drill Machine 9332 Geoprobe (ft) Completed 3/24/09 Loamy Sand with a little Gravel, dark browns to browns, moist Loamy Sand with concrete chips, brown and damp Loamy Sand, browns and wet Bottom of Hole -.' No water encountered or measured during drilling Class:DSB Class: Edit: Date: 4/2/09 G:\GINT\PROJECTS-ACTIVE\ GPJ
8 MN Trunk Highway 77 T Hennepin Co. Coordinate: X=3349 Y=3871 Latitude (North)=44 3'02." UNIQUE NUMBER Longitude (West)=93 14'49.07" Drill Machine 9332 Geoprobe (ft) Completed 3/2/ Fine Sand, browns and light browns, moist to wet Coarse Sand with Gravel, brown and saturated Bottom of Hole -.0' Water measured at 17.0' with casing Class:DSB Class: Edit: Date: 4/2/09 G:\GINT\PROJECTS-ACTIVE\ GPJ
9 MN Trunk Highway 77 T Hennepin Co. Coordinate: X=3349 Y=32 Latitude (North)=44 2'9.71" UNIQUE NUMBER Longitude (West)=93 14'49.08" Drill Machine 9332 Geoprobe (ft) Completed 3/2/09 slightly organic slightly plastic Sandy Loam with a few pebbles, dark brown and moist 7 %org Fine Sand, light brown and moist Sand, gray-brown and saturated Bottom of Hole -.0' Water measured at 17.0' with casing Class:DSB Class: Edit: Date: 4/2/09 G:\GINT\PROJECTS-ACTIVE\ GPJ
10 MN Trunk Highway 77 T Hennepin Co. Coordinate: X=3334 Y=1191 Latitude (North)=44 2'3.7" UNIQUE NUMBER Longitude (West)=93 14'49.3" Drill Machine 9332 Geoprobe (ft) Completed 3/2/09 Loamy Sand with a few roots, dark brown and moist Fine Sand, brown and moist Sand, gray-brown and moist Bottom of Hole -.0' No water encountered or measured during drilling Class:DSB Class: Edit: Date: 4/2/09 G:\GINT\PROJECTS-ACTIVE\ GPJ
11 MN Trunk Highway 77 T Hennepin Co. Coordinate: X=332 Y=3 Latitude (North)=44 2'34.14" UNIQUE NUMBER 7190 Longitude (West)=93 14'49.4" Drill Machine 9332 Geoprobe (ft) Completed 3/2/09 Loamy Fine Sand with a few roots, dark brown and very moist Loamy Sand, brown and moist slightly organic Loamy Sand, dark gray-brown and moist %org Loamy Fine Sand, light gray-brown and moist Bottom of Hole -.0' No water encountered or measured during drilling Class:DSB Class: Edit: Date: 4/2/09 G:\GINT\PROJECTS-ACTIVE\ GPJ
12 MN Trunk Highway 77 T Hennepin Co. Coordinate: X=324 Y=0007 Latitude (North)=44 2'23.98" UNIQUE NUMBER 7190 Longitude (West)=93 14'0.1" Drill Machine 9332 Geoprobe (ft) Completed 3/2/ Sand to Loamy Sand, gray and moist Sand, brown and moist Sand, light gray-brown and damp NSR Bottom of Hole -.0' Water measured at 17.' with casing Class:DSB Class: Edit: Date: 4/2/09 G:\GINT\PROJECTS-ACTIVE\ GPJ
Existing Bridge Proposed Bridge 66003
922 335 9 T2 X 924 919 9 T4 923 T3 919 922 9 T1 925 919 Existing Bridge 6842 919 9 Proposed Bridge 66003 Minnesota Department of Transportation Geotechnical Section Boring Log Descriptive Terminology (English
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