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Home My WebLink AboutTesting .-T = =CO <1" >, i INSTANT TESTINJ. COMPANY 4000 BEAU D'RUE DRIVE EAGAN, MINNESOTA 55122 Phone 454-3544 1l-(1 TEST REPORT RECEIVED AUG ? A 1998 DATE REPORTED: AUGUST 21, 1998 C1TYOFPR1~iZ486~~TORY NUMBER 98220 FOR: McNAMARA CONTRACTING, INC. 5001 - 160TH STREET WEST ROSEMOUNT, MINNESOTA 55068 PROJECT: PIKE LAKE TRAIL PRIOR LAKE, MINNESOTA SAMPLED FROM: INTERSECTION OF PIKE LAKE TRAIL & EMBASSY DATE SAMPLED: JULY 29, 1998 SAMPLED BY: MIGUEL - ITCO MATERIAL: 2341A WEARING COURSE LABORATORY RESULTS OF BITUMINOUS MIXTURES SIEVE SIZE % PASSING REQUIRED 3/4" 5/8" 1/2" 3/8" # 4 # 10 # 20 # 40 # 80 # 200 A 100 93.4 69.9 51 .6 34.2 19.4 6.9 3.9 100 40 - 85 2 - 8 % ASPHALT 5.8 REMARKS: MEETS REQUIREMENTS COPIES TO: CITY OF PRIOR LAKE STEVE CRAWFORD, HOWARD GREEN & ASSOC. CHARGE CODE: 1 # 403 TWENTY-FIFTH ANNIVERSARY 1968-1993 "11.' .7'1 11' ili I~ leo '!> i INSTANT TESTINd COMPANY 4000 BEAU D'RUE DRIVE EAGAN, MINNESOTA 55122 Phone 454-3544 ~1-ll RECEIVED AUG ? .1 1998 TEST REPORT CITY OF PRIOR LAKE DATE REPORTED: AUGUST 21, 1998 LABORATORY NUMBER 98219 FOR: McNAMARA CONTRACTING, INC. 5001 - 160TH STREET WEST ROSEMOUNT, MINNESOTA 55068 PROJECT: PIKE LAKE TRAIL PRIOR LAKE, MINNESOTA SAMPLED FROM: CHURCH DRIVEWAY DATE SAMPLED: JULY 29, 1998 SAMPLED BY: MIGUEL - ITCO MATERIAL: 2341A WEARING COURSE LABORATORY RESULTS OF BITUMINOUS MIXTURES SIEVE SIZE % PASSING REQUIRED 3/4" 5/8" 1/2" 3/8" # 4 # 10 # 20 # 40 # 80 # 200 A 100. 92.9 70.9 53.1 34.6 19.2 6.4 3.8 100 40 - 85 2 - 8 % ASPHALT 6.3 REMARKS: MEETS REQUIREMENTS I COPIES TO: CITY OF PRIOR LAKE STEVE CRAWFORD, HOWARD GREEN & ASSOC. CHARGE CODE: 1 # 403, 1 HR # 601, 28 MI # 612 S;gned~ , . ~ e G.J. ~acek Professional Engineer - Registration No. 7254 TWENTY-FIFTH ANNIVERSARY 1968-1993 " ilr BRAUNSM INTERTEC 1'\ I ~ 17-lf raun Intertec Corporation . 6950 West 1 46th Street, Suite 131 Apple Volley, Minnesota 5512<1-8520 612-431.4493 Fox: 431-3084 Engineers and Scientists Serving the Built and Natural Environments'" Sieve Analysis of Fine and Coarse Aggregates ASTM C 136-84a Project: BODX-97-275C Project Description: Construction Testing Services Pike Lake Road S.P. 201-105-06 Prior Lake, Minnesota Date: November 25, 1997 Client: Mr. Kevin McNamara McNamara Contracting 5001 160th Street West Rosemount, MN 55068 Field Data Sample No.: Sampled By: Date Sampled: Date Received: Date Tested: Classification: Sample Location: RE();fysg. JAN 1 2 1998 G-1P JWH 11/20/97 ll/20/97 1l/20/97 Class 5 - crushed limestone Pike Lake Road Laboratory Results - ASTM C 117, C 136 Sieve Size % Passin~ Soecifications 1" 100 100 3/4" 98 90-100 3/8" 74 50-90 #4 54 35-70 #10 38 20-55 #40 21 10-35 #200 5.9 3-10 Remarks: c: Mr. Fred Britzius; H.R. Green Ms. Sue McDermott; City of Prior Lake 9727Sc\sa.\ p II II Iii ",-L- III ill BRAUNSM INTERTEC ]1 ji c; 7-/1 . ,raun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Volley, Minnesota 55124-8520 612-431.4493 Fox: 431-3084 Engineers and Scientists Serving the Built and Natural Environments~ Sieve Analysis of Fine and Coarse Aggregates ASTM C 136-84a Project: BODX-97-275C Project Description: Construction Testing Services Pike Lake Road S.P. 201-105-06 Prior Lake, Minnesota Date: December 31, 1997 Client: Mr. Kevin McNamara McNamara Contracting 500l 160th Street West Rosemount, MN 55068 Field Data Sample No.: Sampled By: Date Sampled: Date Received: Date Tested: Classification: Sample Location: G-2P JWH 11/20/97 11/20/97 11/20/97 Class 5 - crushed limestone Pike Lake Road Laboratory Results - ASTM C 117, C 136 Sieve Size % Passinl: Soecifications 1" 100 100 3/4" 98 90-l00 3/8" 77 50-90 #4 59 35-70 #10 50 20-55 #40 19 10-35 #200 5.9 3-10 Remarks: c: Mr. Fred Britzius; H.R. Green Ms. Sue McDermott; City of Prior Lake A~/ 9727Sc\a.2p ~ II W J es M. Samuelson ranch Manager III III BRAUN,"~r INTERTEC --... F/I e <11-/1 ,&raun Intertec Corporation 6950 West 146th Street, Suite 131 Apple Valley, Minnesota 55124-8520 612-431-4493 Fax: 431-3084 Engineers and Scientists Serving the Built and Natural Enviranments~ Report of Field Compaction Tests Date: December 11, 1997 Project: BODX-97-275C Report: 4 Client: Mr. Kevin McNamara McNamara Contracting 500 1 l60th Street West Rosemount, MN 55068 I Project Description: Construction Testing Services S.P. 201-105-06 Prior Lake, Minnesota Test Date Type N N Max. Lab Inplace Specified Soil Optimum Dry Density* Inpiaee Dry Relative Minimum ID and Moisture* (Std.Proc.) Moisture Density Compaction Compact. Classification (%) (pet) (%) -'~~ (%) (%) Comments . P-2: CL 17 III 21 l06 95 95 A P-1: SP-SM 1Q1,~ 1241h 13 120 95 95 A 12 13 10/3/97 10/3/97 ! ~ Key: N SC * = Nuclear, ASTM D 2922 = Sand Cone, ASTM D 1556 = O.M. and M~L.D.D. rounded to nearest 0.5 A = Test results comply with specifications. B = Test results do not comply with specifications. Elevation I -4, subgrade ! -3 Ih ,. subgrade Test Test Location 12 Pike Lake Trail, ST A 10+ 75, 34'right of centerline, roadway embankment 13 Pike Lake Trail, STA 12+20, 25'right of centerline, roadway embankment i j Elevation Reference: iECil-'Ei~c 2 2,- c: Mr. Fred Britzius; H.R. Green Ms. Sue McDermott; City of Prior Lake 97275clclS.4 J es M. Samuelson ranch Manager 1'1-~ rl II! III III Minnesota Valley Testing Lab, Ioc. . l' I " (507) 359-2890 11/26/97 14:11:56 -~ 1/3 'r-JJ q7-1/ ~VT~ LABORA TORIES, Inc. - P.O. BOX ,.... ",. N. FRONT STREET NEW ULM. MN 56073-0249 PHONE (S07) 354-8517 WATS (BOO) 782-3557 FAX (507) 359-2890 NMIi Report Date: DOUG HARTMAN CITY OF PRIOR LAKE 17073 ADELMANN ST SE PRIOR lJU<E MN 55372 Lab Number: 97-L29038 Work Order #: 13384 Account #: 016415 Date Received: 25 Nov 1997 Date Sampled: 24 Nov 1997 Time Sampled: 8:30 Samplers Name: DH Sample Description: PL-1 Site Address of Well: PIKE LAKE TR Analyte Results MCL RAL Coliform Bacteria Less Than 1 CFUIlOO mL Less than 1 NA MCL is defined as the Maximum Contaminant Level a11o~ by the Safe Drinking Water Act. HAL is the Recommended Allowable Limit. For further information, contact your state or local health department or call the EPA Safe Drinking Water Hotline 1-800-426-4791. f<>,csimiJ~ MVTL 9L*ontcc81hc accuracy DIIh:.-.tpi=- done on1hc so. stbnltcd for t=tinll.l i: nat ..._____ for MVTLIo gu.llnlcc1hllt oies! r=u1 oblllirll!:d 00. pwti::tJar:awnplc wi. bethc SlIme on any other >_e unle.... condllon$ "necti'lg Ihe >_e are !he slIlIe, IlCldng ,anpng by MVTl.. A' a........ praecllcn to ClIert>, IIle IlU:iIc and ourselve" a. rOllOf1' ar. sWmlle<l..1Ile Ca\llc1ertlol ~... of dicli:s,1II'Id atAh:JriDdDn '0' publca:ion of statement,:" concll:AJns or """neb fran or reganing our reJ01:s is reserved penclng our wrllen IIJP"OVIII. 11 iil ;]I[ [II "' NOV-13-97 THU 8:42 MgNAMARA CONTRACTING INC FAX NO 6123225944 11/10/&7' HOH..;I.1;..t& pAl . ~. 4eg U$$ BROWN ,. .....IS I .- II ....... ..... )(~ brown I~ .~ ~ ..~ cris inc. P. 011 oo~ ;/>'. ~0pY WaynoE. Brown ~m~ Gr.g(l W. Brown Mich.: H. DeVllJEt 8radley K. Cosby ,-. Fred E. GlanZ ' ----a n Robert W. Hannllntan :~ Of] /'11 November 10, 1997 Gaty MCiN~ Qm~~ Inc. 500t 160.tb. Stroot Rosedlount.,. M:..........:._ta ro: ~-Poit&t ~-Prlor LQ:Q Deal: G~Yy Plea~ Su.bmit this ~ work as dwJge order 'WO.Ik. _ -:t"~~~ t..a..\.t.~ --t"..J' d.. ~ \ ~taIl se!"lloc at~ ~ 86WeJ. Total ~ S367.50 '" s SS.OO "" S 83.00 = S 55.00 - !J.~90 $640,50 30 ;ft; of 1 1/4" copper @ S12.2S/ft:. one 11/4" emp. @ SSS.OO/ea otte 11/4" Q1;I1b _top & B()x @ S83.00Jea 0$ \ 1I4>l,,~ @ tiS.OOIca OJ,V; 4 x 8 x 2 eheot mstilltdfon @ $80.OOIea -\.. (0'0 f'ork....N................ ....-: . ~(e.<J -,0 . ~aol- -~r;~ ~..." .t.J .L/ 0 ~ q 00 '-I - East Frontage Road of 1-36-19740 K:enrlckAvenue. uke~I., MinneaolA 55044 Phone 812--46t4121 · Fax 61H88-248& · 1-800-470-4884 -All Equal OppolfUniy ~mpIDy.t' e II; III 11I1 ill III