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HomeMy WebLinkAbout2002 GME Soil testing FRANA AND SONS, INC. GENERAL CONTRACTORS 633 SECOND AVENUE SOUTH, HOPKINS, MN. 55343 y � a (P) 952-935-8600 — (F) 952-935-8644 TRANSMITTAL TO: City of Orono DATE: 3/4/02 P.O. Box 66 JOB: Orono Woods 2750 Kelley Parkway LOCATION: Long Lake,MN. Orono, MN. 55356 CUST FAX#: Attn: Lyle Oman #OF PAGES INCL.THIS PAGE: We are sending by: X Enclosed Messenger X Fax Other For: Approval Approved as Noted Revise and Resubmit Pricing Your Use Other: ENCLOSURES AS FOLLOWS: QTY. DESCRIPTION Soil testing results. REMARKS: CC: FRANA AND SONS, INC. Mike Benedict ENCLOSURE: By: GME CONSULTANTS, INC. CONSULTING ENGINEERS E 14000 21st Ave. No. / Minneapolis, MN 55447 Phone (763) 559-1859 / Fax (763) 559-0720 Date: February 28, 2002 Frana & Sons, Inc . GME Project No. : 9212-A 633 Second Avenue South Hopkins, Minnesota Structure/Project:Orono 55343 Woods Senior Apartments Location: Attention: Mr. Mike Benedict Orono, Minnesota X Enclosed please find 2 copies of Location Diagram Boring Logs Laboratory Compaction Data X Field Reports Field Compaction Data Gradation Test Data Dynamic Cone Penetrometer Test Data Static Cone Penetrometer Test Data Concrete Test Cylinder Reports Masonry Test Reports Bituminous Test Data FHA/VA Lot and Block Tabulation FHA/VA Compaction Summary FHA/VA Development Statement Sealed Jar Samples Other Remarks: COPIES TO: Mr. Frank Dunbar - Orono Ambar, LLC Sincerely, GME CONSULTANTS, INC. Ryan Schmidt P. . Project Engineer W:\RFS\9212-A.Trans Ltr#2.cd. WILLIAM C. KWASNY, P.E. THOMAS P. VENEMA, P.E. TAMMY A. HAKANSON, P.E. GREGORY R. REUTER, P.E., P.G. WILLIAM E. BLOEMENDAL, P.E. ERIN J. O'BRIEN, P.E. MARK D. MILLSOP, P.G. RYAN F. SCHMIDT, P.E. RICHARD W. PENNINGS, P.E. An Equal Opportunity Employer GME CONSULTANTS, INC. GME Job No. a9� - Geotechnical • Materials • Environmental Minneapolis, MN Crosby, MN Willmar, MN Job Name L QQO k 1 yL'1dS (763.) 559-1859 (218) 546-6371 (32Q) 231-3941 International Falls, MN Janesville, WI Chicago, IL Location (218) 283-2958 (608) 752-8050 (708) 430-1071 �-���-- -- Duluth, MN Menomonie, WI (218) 722-4323 (715) 235-8844 DAILY FIELD REPORT TO 11%C;0 -\ ' D Frcwk.,k- cbcns . T TIME: AM/PM/DATE: ( a ,�, / \ /d WEATHER: `o jcky Sv Location of Work: ,- bc..0r-fit\ ,,k.- c`C c$k. kTC A., r� c - c,� s Excavation Base Soil: V..),(--e-.\ t,\0 c`� �`�'C\C c G .mac'. S rt. C-G� \S Type of Fill (Onsite/Imported): `k Elevation of Base Soil: \-)0AO,0n . e%p_ � ,c\ Elevation of Fill Placement: 4/i� `J� Finished Elevation:i ci"m l / Ca rye . C\ ,. • - \- \CxV,P. -:`\ c Jr cc�.�-\�\ - -) Ce NrP,c" c-:Ci r, b\ \)e-c- �c--r, ((o') \,cv,�� �-IA)Ct� c ar() c i\ }-`n c- - n6V h e C'en �' c--- r..\-- c-.5c _ c -‘c-Y-S r— ccc7cc\ CyCOO nc� ercn oc rt--e . c-`rnc, \cec .`oC i- rr-1, n� �c� cL�,ca�\es Vic\ Ccs \ F c c� c_� ® tee . - c~ \ t� m nr,i� c,:,\c\c v\ YC , S`f G(>C c c‘ . .>►ir..ii -( c-' \k L?iec6-\-- W\`A o 1v Follow-up Report Required? YES1" NO ❑ Plans and Specifications: By:M A V SIGNEDA DATE:U\ /a\ /c !, Date: 1\— C;--L% Did You Observe Anything Unexpected? \VU 10/01 GIME' CONSULTANTS, INC. GME Job No. 9 / -A Geotechnical • Materials • Environmental Minneapolis, MN Crosby, MN Menomonie, WI Job Name fJ/l0 (7631559-1859 (218) 546-6371 (715) 235-8844 International Falls, MN Ft. McCoy/LaCrosse, WI Willmar, MN Location(i7'/ 1, 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 �( f A { _ _ .ry FL,4 J/` - d— J0/LS J L' f, _ TIME: 9.:30 AM/PM/DATE: / /p/ /O WEATHER: • Location of Placement: /V0 'i1LJa 11 "' I/71 idc((e oeL- Supplier:,�?Vety,f e .incicri ti(. Mix Number Required 28 Day Strength 3,4000 , Specified SlumpJMix 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 160A - 11z_&( 2 L Z 3 � _ 2J �`� A 4 :)/5 /e, .. 101 5 6 7 8 9 10 A ^ Samples cast by: GME Contractor fe4 A Number of cylinders cast per set Samples cast in: 6" x 12"� 4" x 8" Cylinders were cured on site where? O��St � `jr e',r' Acm\.< S Method of Placement Via: Truck Chute ( Power Buggy Bucket Pump Truck Schedule for testing of cylinders: 1 12S.`Z(1 COMMENTS: Signed Date / Cylinders brought in Gf ab for curing and testing \ / / Qk .1 ,40 Signed fL _i REV.4/00 GME CONSULTANTS, INC. GME Job No. =.1c Geotechnical • Materials • Environmental Minneapolis, MN Crosby, MN Willmar, MN Job Nameer' _ S (763)•559-1855 (218) 546-6371 (320) 231-3941 International Falls, MN Janesville, WI Chicago, IL Location I � _�!�__ (218) 283-2958 (608) 752-8050 (708) 430-1071 —r- Duluth, MN Menomonie, WI (218) 722-4323 (715) 235-8844 DAILY FIELD REPORT TO 14;\`. F`'(o,r(,` � 5 _ TIME AM/PM/DATE: 0 \ / WEATHER: Cx.Q.,A &a Location of Work: V-yta. �S � Excavation Base Soil: ,CY C' C4. c c COm' e�,c:\ ) 1�Y� fi r, (>' c �I Type of Fill (Onsite/Imported):w/ A / rt Elevation of Base Soil:\c„c, .M \-5 Elevation of Fill Placement: Finished Elevation: 4a, cv . Cr)\orr r \-\-e Qenk-' • . ?eY r \ N"\000(k Q e .\ c\e \C 'Oc•e_ cic , ,. c), ecxycke . • Follow-up Report Required? YES,,G NO ❑ Plans and Specifications: By:(111-1 ..?" SIGNED: rki\i@ cIPATE:0\ Date: 44-?5O-O, Did You Observe Anything Unexpected?la 10/01 • GME CONSULTANTS, INC. GME Job No. 9 I �-/ Geotechnical • Materials • Environmental Minneapolis, 'MN Crosby, MN Menomonie, WI Job Name_C,� e'ntOrt7C'(! r11 (763) 559-1859 (218) 546-6371 (715) 235-8844 International Falls, MN Ft. McCoy/LaCrosse, WI Willmar, MN Location Q : Ma.r (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 TOr TIME: 6 !k.) AM/PM/DATE: // 3S /Q WEATHER: CZu - X2/___:54- ` Location of j (� Placement: .4/(i"M t t `_ k.sjeS-4- C�e- -is Supplier:, cy fec y-rfe .�y)rtJ-5t�'I e. Mix Number Required 28 Day Strength 3,(;�:C)ps;" • Specified Slump 1 Mix plasticized? Yes No Specified Air Content TEST CYL SLUMP AIR TEMPERATURE °F TIME TRUCK WATER C.Y./ # SET BEFORE AFTER CONTENT MIX AIR NUMBER ADDED C.C.Y. SAMPLE PLASTICIZER FREQUENCY 1 A - -3o 4 S-Fare 1- ao 5 6 7 8 9 10 Samples cast by: GME Contractor FL4-A,✓A Number of cylinders cast per set 4 Samples cast in: 6" x 12" 4" x 8" Cylinders were cured on site where? n5‘de., \O \ Method of Placement Via: Truck Chute X Power Buggy Bucket Pump Truck Schedule for testing of cylinders: 1 i? 5h `? COMMENTS: Signed Date / / Cylinders brought into GME Lab for curing and testing C7 /( Signed + 1�_ C.1 REV.4/00 GME CONSULTANTS, INC. GME Job No. CH074 Geotechnical • Materials • Environmental Minneapolis, MN Crosby, MN Menomonie, WI Job Name 0r ftI� ``Je' 1) t' 1C1[TC. (763) 559-1859 (218) 546-6371 (715) 235-8844 /� f International Falls, MN Ft. McCoy/LaCrosse, WI Willmar, MN Locations J'ft�,AV (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 F/4/0/1 50,.ti.S .1-NC, TIME: 6! 3 AM/PM/DATE: / / 4 WEATHER: 350+ deo r • • Locofation Placement: Foif 2onny Q(n -- 6:70+:71S S Supplier: req. a(MieS Mix Number Required 28 Day Strength 3,i o, i Specified Slump Mix plasticized? Yes No Specified Air Content 5 TEST CYL SLUMP AIR TEMPERATURE °F TIME TRUCK WATER C.Y./ f # SET BEFORE AFTER CONTENT NUMBER ADDED C.C.Y. # MIX AIR SAMPLE it © PLASTICIZER FREQUENCY e' 1 A t3 ( (5 � 2 2.2 ., 3 C z- d 4 5hi f iii ' 10 Samples cast by: GME Contractor r .v� Number of cylinders cast per set 4 Samples cast in: 6" x 12" 4" x 8" Cylinders were cured on site where? • .. ' i AS lir _ Method of Placement Via: Truck Chute >( Power Buggy Bucket Pump Truck Schedule for testing of cylinders: ,2% ` _ COMMENTS: Signed Date / / Cylinders brought into GME Lab for curing and ' testing Q\ / 3 / ) 2 Signed I _� � L.-- �_j — • RFV 4mn CIVIE CONSULTANTS, INC. GME Job No. 9,;20-74 Geotechnical • Materials • Environmental Job Name�;� ` otic` Minneapolis, MN Crosby, MN Menomonie, WI (763) 559-1859 (218) 546-6371 (715) 235-8844 International Falls, MN Ft. McCoy/LaCrosse, WI Willmar, MN ,� (21 8) 283-2958 (608) 785-1915 (320) 231-3941 Location (-"147 Duluth, MN Janesville, WI Chicago, IL (218) 722-4323 (608) 752-8050 (708) 430-1071 DAILY FIELD REPORT FIELD TESTING OF FRESH CONCRETE Tg G� \--(tuna., n, T n S TIME:_gaO__ AM/PM/DATE: da / \ /Ci, WEATHER: 3 • o • Location of Placement: c (.� S &&ceLQ (t ` c- C Uw rALL � F&'r Supplier: PQn 1.n c\ Mix Number Required 28 Day Strength 3,coc)J it u Specified Slump 53 — CI Mix plasticized? Yes No X 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 2 (2)-3/i3 4 3 (_' -3 /1.3 4 .ti.5 , le? —30 5 6 7 8 r s 9 1 10 Samples cast by: GME Contractor X Number of cylinders cast per set 4 Samples cast in: 6" x 12" X 4" x 8" Cylinders were cured on site where? ��C1,5k,�e___, e..n,irhsoyr_ Method of Placement Via: Truck Chute Power Buggy Bucket Pump Truck \ � Schedule for testing of cylinders: __5�).—Q (S S V COMMENTS: Signed Date / / • Cylinders brought into GME Lab for curing and , testing / \A /____C) Signed / ��. C— , REV.4/00 CONCRETE STRENGTH REPORT5151'{'(-_' w � 2_1-1-� �(v GME Consultants, Inc. Project and Location: Orono Woods Senior Apartments, Orono, Minnesota rpm 21st Avenue North Architect/Engineer: Miller Hanson Westerbeck Berger, Inc. r:+-1 Minneapolis,MN 55447 General Contractor: Frana & Sons rS� Ph. (763)559-1859 Concrete Contractor: Hicks Concrete 1 1 `1iJ Fax(763)559-0720 Owner/Developer: Wedum Foundation GME Project Number: 9212-A CONCRETE SUPPLIER. Aggregate Industries ( PLANT: MIX: CUMULATIVE QUANTITY: YDS SPECIFIED SLUMP(inch): N/A SPECIFIED AIR CONTENT(%): 3000 REQUIRED STRENGTH AT 28 DAYS: 3000 psi MIX WAS NOT PLASTICIZED: DATE CAST SLUMP(inch) TEMPERATURE DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(lbs- COMPRESSIVE SET NUMBER RECEIVED LOCATION OF CONCRETE PLACEMENT PLASTICIZER PLASTICIZER AIR% MIX PF) AIR Q F) TIME TRUCK# TESTED (days) (lbs) force) PASS Y/N , STRENGTH(psi) 7A 1/25/02 Pier Footings 2/1 7 29.8 79500 2810 C 7B 1/29/02 West side of Building 2/22 28 7C 2/22 28 7D - sp Date Report Prepared: 0 ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field February 1, 2002 _0, ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens 0- ASTM C 94 Standard Specification for Ready-Mix Concrete (� ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete c ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete r Test specimens were cast by GME Consultants, Inc. C -.• Test specimens were not cast by GME Consultants-No other information is available Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. Copies To: Types of Fracture ASTM C39 • Mr.Mike Benedict Frana&Sons ilir • Mr. Dan Saiko-Frana&Sons I • City of Orono I j, • Ryan F. Sc midt, P.E. Con, Cone and Split Cone end Shear Shear Cohunnor Project Engineer (a) (b) (c) (.p (n)