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HomeMy WebLinkAbout1999 - soil observations/test pit observations , a GME CONSULTANTS, INC. CONSULTING ENGINEERS 14000 21st Ave.No./Minneapolis,MN 55447 Phone(612)559-1859 / Fax(612)559-0720 FIELD MEMO DATE: March 1, 1999 TO: Mr. Rich Kieman - KM Building Company c FROM: Mr. Steven Ruesink, P.E. - GME Consultants, Inc . U . RE: Excavation base soil observations/test pit observations for the Service 800 building at 2190 Wayzata Boulevard in Orono, Minnesota GME PROJECT NO. : 8216 TIME: 7 :30 am WEATHER: Cloudy, 30° F PERSONNEL CONTACTED: Mr. Steve Weibel, site superintendent - KM Building Company Don Zappa and Sons Excavating As requested by Mr. Weibel, I visited the site today to observe excavation base soil, and observe test holes excavated around the perimeter of the building. The contractor has stripped off anywhere from 1-1/2 to 2 feet of topsoil over the building footprint . Today, the contractor is working on stripping topsoil from the northern parking area. Based on a paint mark located on a power pole west of the southwest corner of the building, the westerly half of the building is about at top-of-slab elevation (elevation 1014 . 8) with the eastern half of the building at approximately elevation 1012 feet . Based on planned documentation, original grades in this area ranged from elevation 1017 . 5 feet in the northwest corner, to 1014 feet along the east end of the building. The assumed soil bearing pressure for this project, on structural drawings, is 2, 000 psf . Fill placed below footing elevation is to be compacted to 100% of the Standard Proctor dry density, with fill placed above footing, below slab elevation to be compacted to 98% of the Standard Proctor dry density. Four test pits were excavated at the four corners of this building, to explore soil conditions . The information is outlined below. WILLIAM C. KWASNY, P.E. THOMAS P VENEMA, P.E. WILLIAM E. 8LOEMENDAL, RE. GREGORY R. REUTER, PE. CHARLES M. ALLGOOD, P.E. MERVYN MINDESS, P.E. MARK O. MILLSOP, P.G. TIMOTHY F. McGLENNEN STEVEN J. RUESINK, P.E. An Equal Opportunity Employer Mr. Rich Kieman 2 March 1, 1999 GME Project No. 8216 Test Pit 1 (East of Northeast Corner) - Surface Elevation Approximately 1012 feet. 0' - 2 ' - Brown clayey sand/sandy clay fill . SCP test result 3 . 5 tsf . 2 ' - 6' - Brown and gray mottled silty clay, trace sand. SCP test 4 tsf . Test Pit 2 (East of Southeast Corner) - Surface Elevation Approximately 1014 feet. 0' - 2 ' - Surface vegetation over 2 feet black sandy clay topsoil . 2 ' - 3 ' - Brown clayey sand fill . SCP test result 2 . 5 tsf . 3 ' - 5' - Brown and gray mottled silty clay, trace sand. SCP test results 4 . 0 tsf . Test Pit 3 (West of Southwest Corner) - Surface Elevation Approximately 1016 feet. 0' - 1 . 5' - Surface vegetation and black silty clay topsoil . 1 . 5' - 8 ' (West End) - Brown and gray wet sandy clay fill (existing water main backfill) . 1 . 5' - 2 . 5' (East Side) - Brown clayey sand fill . 2 . 5' - 4 ' (East Side) - Naturally-occurring brown and gray mottled silty clay trace sand. SCP test result 3 . 5 tsf . Test Pit 4 (West of Northwest Corner) - Surface Elevation Approximately 1015 feet. 0' - 3 ' - Brown clayey sand (possible fill) . SCP test 3 . 5 tsf . 3 ' - 4 .5' - Brown and gray mottled silty clay, trace sand. SCP test result 4 . 0 tsf . The contractor has scraped off the topsoil present within the building pad. The base soil was not frozen, and consists of either existing fill or naturally-occurring soil consisting of brown clayey sand/sandy clay. I observed loaded tandem-axle trucks running over the subgrade soil, indicating no deflection and approximately 1/2 inch to 1 inch of rutting. Based on my observations, it is my opinion these soils are suitable for slab support, or placement of fill for slab support . GME CONSULTANTS,INC. Mr. Rich Kieman 3 March 1, 1999 GME Project No. 8216 Based on the test pits, it is my opinion the foundations will be bearing on naturally-occurring silty clay with a trace of sand. Based on SCP testing at the test pit locations, this material should be suitable for the assumed soil bearing value of 2, 000 psf . I recommended that all footings be lowered below the existing fill, to rest on naturally-occurring soil . Based on review of surface contours and available minimal elevation information, frost footings around the perimeter should bear on naturally-occurring soil . I recommend the three interior column pads, designed to rest directly below the slab, be lowered to rest on the naturally-occurring soil, or the existing fill be removed, and fill be placed to re-attain design footing elevation. Mr. Weibel indicated they would be excavating for footings tomorrow, and requested a foundation base soil observation testing visit at 2 : 00 to 2 :30 pm on March 2, 1999 . In reviewing the Special Inspections required for this project and structural drawings, we are to observe reinforcing steel installation during footing construction, perform periodic masonry special inspection, and observe and test welded and bolted connections . SJR:rma C:\SJR\8216.MEM GME CONSULTANTS.INC. GME CONSULTANTS, INC. GME Job No. ,a i LQ Geotechnical • Materials • Environmental ) Cry S—At Minneapolis, MN Crosby, MN Menomonie, WI Job Name (612) 559-1859 (218) 546-6371 (715) 235-8844 International Falls, MN Fort McCoy/Sparta, WI Willmar, MN Location 1-04'1��Q— (218) 283-2958 (6081 269-2155 (320) 231-3941 tt Duluth, MN Janesville, WI Chicago, IL (218) 722-4323 (608) 752-8050 (708) 430-1071 DAILY FIELD REPORT TO ) TIME: 1 -43(7 AM/PM/DATE: ] / 3 / e. WEATHER: 31 Location of Work:= GME CONSULTANTS, INC. GME Job No. Geotechnical • Materials • Environmental �OC] Minneapolis, MN Crosby, MN Menomonie, WI Job Name V 1 (612) 559-1859 (218) 546-6371 (715] 235-8844 1� International Falls, MN Fort McCoy/Sparta, WI Willmar, MN Location U'''1 �I 7� (218) 283-2958 (608) 269-2155 (320) 231-3941 Duluth, MN Janesville, WI Chicago, IL (218) 722-4323 (608) 752-8050 (708) 430-1071 DAILY FIELD REPORT TO tL s` TIME: AM/PM/DATE: 6 / ci / ` 7 6-- WEATHER: Location of Work: Are 60,6.4..._ Ea 5 1of eA t& Excavation Base Soil: 6/1- - C(rl+%. ' it,tiazito co Type of Fill (Onsite/Imported): © 3 al - r`J� uw v Elevation of Base Soil: -f s 1 U I 1L w__ Elevation of Fill Placement: 1 a Finished Elevation: g �- //`C/ —PE LEQ t S l, ' -'_lU bA 0,,k) 6 l It Ih o L.,( vE-- 7 72.3 .fl P,)A)Q 471.0A) 6 Ks c SUI Ls AT 4)t Cc/2-'V L ©C G ‘ 516-r; EA)V--4 C'Tor,P. ! s< 6011.- Ccrvs I S . op A „0 4_ ~' 1Ltn7ftc� Sal / CL4 /` VS , L C L-- d- c.� / a/-v r 0--ti lam.-,tea � 4 � � �v o ,�- S a i- S M-€ S(,/711\61-E: -3?� s‘-)PP T ./ C,.A.) 43c0-/&)(i _ ,�/LGSs v,2.c d dl>_OO IV l9 770-1E--S G- 1C 7f T c�-tS r 6L�V,1 Tht-t_S S T, S, Sr (ll g A l b. &lto cAi 1/0-)41 111 ,, f/ ID FS— 2." F n ss 4 -E ri c o. 7CS1— u 1-53 /iv,0 C .,10t pv,, 6 1 A.) C4P4GI g a'• 2. - ll•14ti tigf`77/� 4-- LEv4- 77 '5 77 Foofro4 s /'&v/LCb t1-r- 71114c-- g V I s 11 ,, 'g NTo Ccs Follow-up Report Required? YES ❑ NO ❑ ._ Plans and Specifications: By: SIGNED: c4V 1S DATE: 3 / ti / 9 Date: Did You Observe Anything Unexpected? GME CONSULTANTS, INC. GME Job No. AO s'4;1174:-Al 'Ireeu Geotechnical • Materials • Environmental Minneapolis, MN Crosby, MN Menomonie, WI Job Name Aotw (612) 559-1859 (218) 546-6371 (715) 235-8844 I, International Falls, MN Fort McCoy/Sparta, WI Willmar, MN Location titE h'e (218) 283-2958 (608) 269-2155 (320) 231-3941 v Duluth, MN Janesville, WI Chicago, IL (218) 722-4323 (608) 752-8050 (708) 430-1071 DAILY FIELD REPORT TO / ( G ue� TIME: /b �i 5_ sPM/DATE: 3 / '/y WEATHER: Location of Work: C jA,, v,& /CJ-o Excavation Base Soil: d Type of Fill (Onsite/Imported): Elevation of Base Soil: ( , - Elevation of Fill Placement: (s R 11 (� y,I}-c�O ` e Finished Elevation: n vi C S U O 'C( �/df 13 y F� •( J LA i � Tre:;, � 5 pkiotepzi A-sre.S( I C. .-e-cY 13(-7 ttig DiU.S 61 17-1iztP/S 1 /_49 �,�1 J1_0s-1 C � re .9v-Zu ce._ gat() .perj • �y f Follow-up Report Required? YES E NO ❑ Plans and Specifications: By: SIGNED: 2. E:3 Date: Did You Observe Anything Unexpected? GME CONSULTANTS, INC. GME Job No. 8Z 1 40 Geotechnical • Materials • Environmental e'J„`,ry i G �) Minneapolis, MN Crosby, MN Menomonie, WI Job Name (612) 559-1859 (218) 546-6371 (715) 235-8844 International Falls, MN Ft. McCoy/LaCrosse, WI Willmar, MN Location �--� LIP ke I ,a (218) 283-2958 (608) 785-1915 (320) 231-3941 Duluth, MN Janesville, WI Chicago, IL (218) 722-4323 (608) 752-8050 (708) 430-1071 DAILY FIELD REPORT FIELD TESTING OF FRESH CONCRETE TO 7���f P 3 J / 1\— � w� ��L�-7 Co TIME: q�3p _______ M/DATE: / O WEATHER: Location of Placement: FEZ'1*4i.5 Supplier: Mix Number Required 28 Day Strength 500-t Specified Slump Mix plasticized? Yes No Specified Air Content TEST CYL SLUMP AIR TEMPERATURE 'F TIME TRUCK WATER C.Y./ SET BEFORE AFTER CONTENT NUMBER ADDED C.C.Y. MIX AIR SAMPLE PLASTICIZER FREQUENCY 1 2 c/9.53 4 5 6 C„)/41,/7.--. - 7-67 7 8 9 10 Samples cast by: GME Contractor �' Number of cylinders cast per set Samples cast in: 6" x 12" 4" x 8" Cylinders were cured on site where? Method of Placement Via: Truck Chute Power Buggy Bucket Pump Truck Schedule for testing of cylinders: '2' , COMMENTS: SignedCJrls�!'' Date _ /� Cylinders brought into GME Lab for curing and testing / / Signed REV.1/99 GME CONSULTANTS, INC. GME Job No. 62{(2- Geotechnical • Materials • Environmental Job Name`<y W«— /r7 l Minneapolis, MN Crosby, MN Menomonie, WI w (612) 559-1859 (218) 546-6371 (715) 235-8844 International Falls, MN Fort McCoy/Sparta, WI Willmar, MN Location_ (218) 283-2958 (608) 269-2155 (320) 231-3941 Duluth, MN Janesville, WI Chicago, IL (218) 722-4323 (608) 752-8050 (708) 430-1071 DAILY FIELD REPORT FIELD REPORT FOR MASONRY SPECIMENS TO rAATIME: AM/PM/DATE: ,.3 / 1/ / ► WEATHER: Above Belowk-Q Grade CMU Brick Wall Samples represent what location? r t-''r2-"/"-1-"1-4 L4-1'11'" Samples cast by: GME Contractor X Air Temp: Mix Temp: Where on site were the samples cured? MORTAR Mixed on site Preblended Supplier Type: M 2500 psi Sample Size: 2" x 4" cylinder Ratio Portland S 1800 psi 3" x 6" cylinder Lime N 750 psi 2" cubes Sand Number of samples per set: Test Schedule: COREFILL Supplier: Required Strength @ 28 Days + psi Sample Size: 3" x 6" cylinder Prisms • 4" x 8" cylinder Filled Cells of CML 6" x 12" cylinder X Size x x Number of samples per set: �_ Test Schedule: 7- Z E-Z$ CONCRETE MASONRY PRISMS Block Supplier _ Mortar Type: M S N Nominal Width Required Strength (F'm) psi Mix on Site: Number of Mortar Joints Preblended Supplier Number of samples: Test Schedule: BRICK PRISMS FOR BOND WRENCH TEST Brick Manufacturer: Type of Mortar: M _ S N Brick Name: Mixed on Site Preblended Supplier Number of samples: Test Schedule: Prism samples must be cured on site for 48 Signed hours and shall not be allowed to freeze Date 3 / // /_.._i_____. COMMENTS: Sample brought into GME Lab for curing and testing cS / /S /_1! 6 SkiSigned Rev.4-97 DAILY FIELD REPORT GME Job No. IF- GME CONSULTANTS, INC. Job NameS <J «E-- %° Geotechnical •Materials •Environmental 14000 21st Avenue North IMinneapolis,Minnesota 55447 Location (612)559-1859 Fax(612)559-0720 TO TIME: AM/PM /DATE 3 / 115 /� 510-)C Weather: 4 /4/k Subject: MESSAGE ,(cL( o Sc) Tc a^-) PM E 6 (1-i 3, 4—t j t t 1v -1NC I Ca - “.) r-vp (A— E .Sot,c,s Su rte L - 2t b fis.F. PISO Z T 6`{ /?, K��z NS( y,,,1 1 . 0. F. ft-125?-0- Alfr6 c0 c irs, 3 71-S1- 5✓ (—Q j j)/ c Ji"1 SIGNED 4111t‘_,-- ✓lis DATE I S A DAILY FIELD REPORT GME Job No. 9 y GME CONSULTANTS, INC. Job Name SE�y�w Geotechnical•Materials•Environmental 14000 21st Avenue North Minneapolis,Minnesota 55447 Location 11).417-4 TA (612)559-1859 Fax(612)559-0720 TO TIME: AM/PM DATE 3 1 Weather: GJ(– --‘)E- Sub'ect: Ise TEST 11 OS MESSAGE g'a-TESTi✓) hoc.,: PSS r-- , F fic-,2 (Ler Co u-,p GTIati C�c P, TtSfi so(.-Ts ) cq 3 v�TE SIGNED e ° .�>— DATE 3 t cA GmGME CONSULTANTS, INC. Geotechnical •• Materials • Environmental 14000 21st Avenue No. E 4) Minneapolis. Minnesota 5.5447 (612)559-1859 GME PROJECT NO. z/ STATIC CONE PENETROMETER REPORT PROJECT AND LOCATION c- l2-\; i. Lc t.�, I-A.,C., ARCHITECT OR ENGINEER CONTRACTOR l6 A7 DESIGN SOIL BEARING PRESSURE 0 C' psf. REQUIRED PERCENT COMPACTION GENERAL AREA TESTED I I SLAB [ I FOOTINGS [A.1 UTILITY TRENCHES I I PARKING LOT I 1 FIELD TEST DATA REPORT TEST DATE TEST TEST LOCATION SOIL DESCRIPTION PENETROMETER ADEQUATE REMARKS NUMBER ELEV. READING FOR DESIGN I 3/3 F 1 Lid x;kiLtiti 45 r1 C TT O 5/L 1` FI r yc 2. .z (4 ) COY 3 3 A ) S c C A ) I Le 5 (q., ) 1 1 5 t s) 41- S (c.) 1 Lt ( ) iu 3 ( L ) i 1 (c IL i ( c I3 I ( g,, ) Mu iTLt11 CI< L' 3 J'' CONSULTANTS,GME INC. G� Geotechnical • Materials • Environmental E 14000 21st Avenue No. Minneapolis, Minnesota 55447 (612) 559-1859 GME PROJECT NO. '6 2/ �' STATIC CONE PENETROMETER REPORT PROJECT AND LOCATION 5c2• cc n U J ,w � ARCHITECT OR ENGINEER CONTRACTOR j(,`/tti_ DESIGN SOIL BEARING PRESSURE �v�� psf. REQUIRED PERCENT COMPACTION GENERAL AREA TESTED [ 1 SLAB [ 1 FOOTINGS [ I UTILITY TRENCHES [ 1 PARKING LOT [ 1 FIELD TEST DATA REPORT TEST DATE TEST TEST LOCATION SOIL DESCRIPTION PENETROMETER ADEQUATE REMARKS NUMBER ELEV. READING FOR DESIGN '(/ y ).C Z 1;1,-urrt'� i l,r c '1�J. C / 5 11 Foy( _ , � •,Z � � ) ?i 0 5/0 Ley 3 . . DYNAMIC CONE PENETROMETER REPORT GME CONSULTANTS, INC. Geotechnical•Materials •Environmental E P.O.Box 1153 PROJECT AND LOCATION Di_fit CC v International Falls,Minnesota 56649 (218)283-2958 Fax(218)285-5213 ARCHITECT OR ENGINEER CONTRACTOR L—'A— GME PROJECT NO. 6,2/ DESIGN SOIL BEARING PRESSURE 2cvc.-v psf GENERAL AREA TESTED SLAB [ I FOOTINGS 7(3 UTILITY TRENCHES I I PAVEMENT [ I FIELD TEST DATA REPORT PENETRATION DEPTH BLOWS ADEQUATE TEST TEST FOR NO. DATE ELEV. TEST LOCATION SOIL DESCRIPTION 0-6" 6-12" 12-18" 18-24" 24-30" DESIGN REMARKS 3i _ ,stzdri g i AZ- s A—L.() / �� 3 I ,))(,f= ( k- ,.- ) r--1 fit,,, 2- bq j j 1-1 /2_1-I 3/A4 &r. '=a 3z S /3 /`-) / h,. \I c,5 -Z V (.Q /2- / S /L. NOTE: THE DYNAMIC CONE PENETROMETER IS AN INSTRUMENT CONSISTING OF A 10 LB. HAMMER FALLING 24" DRIVING A We CONICAL STEEL TIP. Mx Ic:WoY.AdcDJDt f PLASTICITY CHART 80 70 60 CH X L.; 5oI ' 0 Z CL >- t 40 U (n OH J 30 C- 0r MH 20 10 I CL-MLI ML 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 LIQUID LIMIT (%) PLASTICITY DATA NATURAL PLASTIC I LIQUID PLASTICITY PASSING UNIFIED KEY BORING DEPTH MOISTURE LIMIT I LIMIT . INDEX NO. 200 SOIL !SYMBOL NUMBER 1 (feet) , CONTENT 1%1 1'51 1961 SIEVE CLASSIFICATION (96) 1 1°-01 SYMBOL • 1 I 1010.5 30.4 25 46 21 I CL I GME CONSULTANTS, INC. GM PLASTICITY DATA Service 800 Building Geotechnical-Materials-Environmental Orono, Minnesota 14000 21st Avenue North Minneapolis, Minnesota 55447 [�, (612) 5591859E -;,::._ VJL 1 SJR I 3/99 #8216 J Sent by: GME CONSULTANTS INC 612 559 0720; 03/04/99 15:27; Jetrax #727;Page 2 GME CONSULTANTS, INC. I 1 I CONSULTING ENGINEERS am. . 14000 21st Ave.Na/Minneapolis,MN 55447 Picone(6121869-1859 / Fax{5121559-0720 Irmo; MEMO DATE: March 1 , 1999 TO: Mr . Rich Kiernan - KM Building Company �[ PROM: Mr . Steven Ruesink, P . S. - GMS Consultants, Inc . �+��`` RE: Excavation base soil observations/test pit observations for the Service 800 building at 2190 Wayzata Boulevard in Orono, Minnesota OMR PROJECT NO. : 8 218 TIME: 7 : 30 am WEATHER: Cloudy, 30° F PERSONNEL CONTACTED: Mr. Steve Weibel , site superintendent - KM Building Company Don Zappa and Sons Excavating As requested by Mr. Weibel, I visited the site today to observe excavation base soil , and observe test holes excavated around the perimeter of the building . The contractor has stripped off anywhere from 1-1/2 to 2 feet of topsoil over the building footprint . Today, the contractor is working on stripping topsoil from the northern parking area . Based on a paint mark located on a power pole west of the southwest corner of the building, the westerly half of the building is about at top-of-slab elevation (elevation 1014 . 8) with the eastern half of the building at approximately elevation 1012 feet . based on planned documentation, original grades in this area ranged from elevation 1017 . 5 feet in the northwest corner, to 1014 feet along the east end of the building. The assumed soil bearing pressure for this project, on structural drawings, is 2 , 000 psf . Fill placed below footing elevation is to be compacted to 100# of the Standard Proctor dry density, with fill placed above footing, below slab elevation to be compacted to 98% of the Standard Proctor dry density. Four test pits were excavated at the four corners of this building, to explore soil conditions. The information is outlined below. WILLIAM C KWASNY. P.E THOMAS P VENEMA, PE. WILLIAM E. 8LOEMENDAL, PE. GREGORY R. REUTER. P E CHARLES M. ALLGOOD, P.E. MERVYN MINDESS. PE. MARK 0 MILLSOP PG TIMOTHY F McOLENNEN STEVEN J. RUESINK. P.E. An E,ual Oppor[unrty Employer Sent by: GME CONSULTANTS INC 612 559 0720; 03/04/99 15:29; Jetfax #727;Page 3/7 Mr. Rich Kiernan 2 March 1, 1999 GME Project No. 8216 Test Pit _1 (East of Northeast Corner) - R> race Elevation Amar.Q.xi ately 14,2 Beet, 0' - 2' - Brown clayey sand/sandy clay fill . SCP test result 3 . 5 tsf. 2 ' - 6' - Brown and gray mottled silty clay, trace sand. SCP test 4 tsf. Test Pit 2 (East of southeast Corner) Surface Elevation ADDxoXimately 1014 leett, 0' - 2' - Surface vegetation over 2 feet black sandy clay topsoil . 2' - 3 ' - Brown clayey sand fill . SCP test result 2 . 5 tsf . 3 ' - 5' - Brown and gray mottled silty clay, trace sand. SCP test results 4 . 0 tsf . Test Pit ). (west of southwest Corner) Surface Elevation A'DDsoxi,isate.1v 1416 feet, 0' - 1 . 5 ' -- Surface vegetation and black silty clay topsoil . 1 . 5' - 8' (west End) - Brown and gray wet sandy clay fill (existing water main backfill) . 1 . 5' - 2 .5' (East Side) - Brown clayey sand fill . 2 . 5' - 4 ' (East Side) - Naturally-occurring brown and gray mottled silty clay trace sand. SCP test result 3 . 5 tsf . Test Pit 4 Sweet of northwest Corner) - S rfac a Elevation AnPraximatS1v 14.1$ feet, 0' - 3 ' - Brown clayey sand (possible fill) . SCP test 3 . 5 tsf . 3 ' - 4 . 5' - Brown and gray mottled silty clay, trace sand. SCP test result 4 . 0 tsf . The contractor has scraped off the topsoil present within the building pad. The base soil was not frozen, and consists of either existing fill or naturally-occurring soil consisting of brown clayey sand/sandy clay> I observed loaded tandem-axle trucks running over the subgrade soil, indicating no deflection and approximately 1/2 inch to 1 inch of rutting. Based on my observations, it is my opinion these soils are suitable for slab support , or placement of fill for slab support . OMI OONSYITANYL INC Sent by: GME CONSULTANTS INC 612 559 0720; 03/04/99 15:30; jetlEtx #727;Page 4/7 Mr. Rich Kiernan 3 March 1, 1999 GME Project No . 8216 Based on the test pita, it is my opinion the foundations will be bearing on naturally-occurring silty clay with a trace of sand. Based on SCP testing at the test pit locations, this material should be suitable for the assumed soil bearing value of 2, 000 psf . I recommended that all footings be lowered below the existing fill, to rest on naturally-occurring soil . Based on review of surface contours and available minimal elevation information, frost footings around the perimeter should bear on naturally-occurring soil . I recommend the three interior column pads, designed to rest directly below the slab, be lowered to rest on the naturally-occurring soil , or the existing fill be removed, and fill be placed to re-attain design footing elevation . Mr. Weibel indicated they would be excavating for footings tomorrow, and requested a foundation base soil observation testing visit at 2 : 00 to 2 : 30 pm on March 2, 1999 . In reviewing the Special Inspections required for this project and structural drawings, we are to observe reinforcing steel installation during footing construction, perform periodic masonry special inspection, and observe and test welded and bolted connections . SJR:rnsa C:\9JR\8216.MRM OMS CONIULTA%'TA,FMC. • Sent by: GME CONSULTANTS INC 612 559 0720; 03/04/99 15:32; fetfax #727;Page 5/7 ;ME CONSULTANTS, INC. GME Job No. _ ....._ sotschniasi • MetarisIs • Environmental Job Name J �+,1 C,J linneapnlis, MN Crosby, MN Menomonie, WI M2) 559-1859 (218) 546-6371 (715) 235E1844 ternational Fails, MN Fort McCoy/Sparta. WI Willmar, MN Location 6+JA1 t12-e'T44-- _ 18) 283-2958 (808) 269-2155 (320) 231-3941 uiuth, MN Janesville. WI Chicago. II. '18) 722-4323 (808) 752-8050 (708) 430-10171 DAILY FIELD REPORT TO . Jl/` V t TIME 12- AM/PM/DATE: 3 / 3 l77 m-VC WEATHER: �jv,vn. ./ 31 -- Location of Work:;C.,rs'1\ `1 S C i - 5_, A-- C--,), - - ,.4 Excavation Bess Soil: t,QJ 4 iLlait 1-- r C 1/42t Type of Fill(Onsite/Imported): _ Elevation of Base Soil: lj .o. 7- Elevation of Fill Placement. Fm sped Elevation: 111-6-1)12--i-Wr ii c_,I) --it_. c,k) V'c.,...,A.,13A1-1.,.._) 0 A-56- s41, s,, . _ L-51- --i.` 11.1., WO I („A if ,r-13 ^ £624 ki(, 0 i. .2.000 "P. 4 l llq i C ou,ifA ilj wilit ' 1.---a-fc,‘ .Foilow•up Report Required? YES ( 1 NO Plans and Specifications: By: SIGNED: I DATE: ; / 5 I Tr Date: —. it LL-A--6.—.).---- Old You Observe Anything UnsApected9 r Sent by: GME CONSULTANTS INC 612 559 0720; 03/04/99 15:33; few #727;Page 6/7 3ME CONSULTANTS, INC. GME Job No. SS. 7sot.ahniosl • Materiels • Environmental Job NameJ-t,r V i. C. 5! ... vtinnae olie, MN Crosby, MN Menomonie, WI 812)559-1859 (218) 548-6371 (715) 235-8844 nternationel Falls, MN Fort McCoy/Sparte, WI Willmar, MN Location I 2181283-29'58 (808) 289.2155 (320) 231-3941 Juluth. MN Jenasville, WI Chicago. IL 218) 722-4323 (808) 7528050 t/08) 430-1071 DAILY FIELD REPORT IToVii TIME AM/PM/DATE; 6 ../ /.77 7 `tel°V WEATHER- - .... Location of Work' NS, 711.:( V t;1L E 4, 5 106- N1 r / - _ IExcevaUon Base So{I. tet - 4 4,= 7 � -77.40 (A.4� T i ' ' ITV Type of HI (Onsite/Imported): 4 f. - Iii G~ 3 t- all Elevation of Sol:: - S I $ 11 f B - Elevetion of Fill Placement . IIFII -- . //,.. Finished Elevation: �, simpouniimmaallimm f/7 PrP- Uts-1--, N-1-kU t7A to t It 773 OF -t 'jars 1 P).),,u ,t-i-teA) (i AS C &ILS AT ii)E C(.A-Ai o 5 I 6 t- EA-)1411 ' P. 6.4SE &ft- ca,c.A.I s.-r--- 6 A) 4- >{ td1 :ci/U7-1 r^ Sol L S 17, � Sv/'P cit--T 150 Cr✓A.) IjC AL-f AJ °itc6svt c1 .: .t• ' tnnE s 6-&0117 • Sr r EL-&--V4 7 S 7246 MO, 15-1- t{" G Al ,L-t 4'L.r j 2 cc o . t ait 7-1,✓4 TS- et P ? 2 " P=16 ue 1ltc . Ti---s.-i- , Su i3 /�v,Q1 t�epc,l'J �4t L d/ 7_ o - AT ! ,+.` Lit viA/c ktIVA. 5 no , f 44:5 Atike-)0 4-c-- 77,tAr tV Ili S 17: rtfirr7h1-3-4-cpyr— I Follow-up Report Required? YES I i NO i Plane and Specifications: By: SIGNED: • N IC DATE: / / 9 Oats: _ ? Anything Unexpected? .1 ''r ' -c ---0J:52L'Lla e P f 1611,. 1_a. Sent by: GME CONSULTANTS INC 612 559 0720; 03/04/99 15:34; jetrax #727;Page 7/7 • GME CONSULTANTS, INC. r1 $11 Geotech^'cal • Materiels • Environmental 14000 21st Avenue No. Mkneepohs. Minnesote 55447 • • (812)559-1659 57 GME PROJECT NO. 2/40 STATIC CONE PENETROMETER REPORT PROJECT AND LOCATION ''t- C_v l 1 :�l_ '�r ,.-'4.-- .__ ARCHITECT OR ENGINEER CONTRACTOR t- M DESIGN SOIL BEARING PRESSURE •>2.4-:) e' :'-___ psf. REQUIRED PERCENT COMPACTION GENERAL AREA TESTED I I SLAB I I FOOTINGS I JCI UTILITY TRENCHES I I PARKING LOT I ) FIELD TEST DATA REPORT TEST DATE TEST TEST LOCATION SOIL DESCRIPTION PENETROMETER ADEQUATE REMARKS NUMBER ELEV. READING FOR DESIGN I 3/3 69-- 1 A � � _ 4 o � # I *5 Z .2 cuir 3 2NCA S S t.. _ '') (A,1 1 -) kis) , LI S (., C,) to .) ( L ) C IL 1 lC - - 13 1 ( g.a iq . 1 ( A, c' ) .4 AIL 11 ct.13 41 LI i Z J C v+1 / Tr._ c V' v