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Home My WebLink AboutTED4001896(15) PRO-1. N. lst St. Improv. Burnett N. to Park �.-Lab Reports 1 �� 111 i a — c, .. � � _ ... � . . ,_. a '� T"F' Y� r � � i)� . ' * � ' r y,( + � '. !M1 t '!� M w" #y , r • y4: d �� ' ' / d r } . , . . ;: � � . - � , � . � v ` / � / � � ` ' �` �.. w "...�. .... �.Y py�py. A i ` �' • re {R .. f r r •�a r�. e t � r . J I a CASCADE 45CADE TESTING L ESTINGo N GAINBEOE ATOIV. INC tw NE VC. fY 1A0 wt+S,on Y.. il�Y Ul MT7 FVF�F Tt .C4iM Wl '. September 28, 1987 Cert No. 876-96 City of Renton 200 Mill Avenue South n. Renton, Washington 98055 SEP 3 0 198T { Reference: Laboratory Testing Asphalt Class B N. 1st Street Improvements Gentlemen: Transmitted herewith are the results of laboratory tests as run on a sample of asphaltic concrete as supplied by your representative. The material was tested in ac.ordance with the following methods. a ASTM 0-117 s C-136 Sieve Analysis of Coarse and Fine Aggregate ASTM D-2172 Asphalt Extraction The results may be seen on the attached sheet. Thank you for this opportunity to be of service. If any questions should arise, please do not hesitate to give us a call. Respectfully, CASCADL TESTING LABORATORY, INC. Dennis H. Stack, P.E. President Kenneth B. Foot Laboratory Supervisor RBF:lal Y� ....lff[.ut:,^c-a•.r.nccr>_��rr..v�l c.:rut-.aao.lrn�sl ............�Y...J�.l....�......t.!!! ......l1..1 _ 1 ��.... .......l.V...�..IIY..1111.!!!!.l......m.1 ..Y_..�....Y...�...l.R".1.��.111.!!! .lam=1out Mai ..........Y.tl.t...Y.1...>t.._�l..L!!.l.....Y L.\ ASPHALT .t.......11l.tl�.��..1•��n!!!.l.�I..� CONTENT: ....ilm..m_�......��.t.l.....l�!l.�i�iiii ...��..� ..Y�...�..l.......!!�vnl..Y.�I... �� m�m- ' 1 . 11 •t a " - Tom,-wy:r, 1 PREVIOVS REPORT No. 1!q No 27435 DE TESTING r— 1� CASCA LABORATORY, INC "111______` lll—F�IIIIIEyyy"'�=JIII,IIIJJI�I�III iESTINGwu+aRECnoN/ENa N[Eq!/�iOLoaIfTB OwTE CERT,NO. B /7 8 76- L�•W„~vr,Y nY�Ta WVaa �wW14sFpp PROIf CT cocw T. aou aw.oEn S-M Mpa.tTs LOCwnON I��M, dp� ELOO.PERMIT NO. OWNER WE-TNER TEMI. T 6P—E K/ AT ENGINEER At FEa •gCRRECT I wTTN: CONTRRCTOP e5 REOVESTEO Br. j THE FOLLOWING WAS NOTED.. II L owls n roA— , c a OF:Ti �r t SEETESTREPOPTNO _ MOORS ON PRJ ECT CI1�I.IG RE10011 { TIAVEL TIME DU EL MILEAGE MPROVED BY _ IN9PE r` COPIES T. ��n--- `;-I y FIELD RE OR >♦/l (/' SIGNED. ""� /l E CASCADE TESTING LABORATORY. e.rw.. uearw owe. CASCADE TESTING ncn..cE ATORY. INCIN � PROJECT II II SS G CERT.NO. DATE TAKEN BY r Tni No. , L 4 t b1 -7 s- D+So 2 +Op +50 21, r0o 6+Z5 7a50 9+0y0 10-I'so 12+^7 Ia.,t25 location e,/Q� 5 O� r� n� 5 A�_ SxO� SrQ� 5x0� S�n� �'t7� SHOE, � Elevation /' r,I C5 m Mode 6 Deplh t Wet Demity RCF 3 , 13e, . Iz,4,7 134.4 135. I Moiuuro FCF Dry D.nury 6 FcF L 1 •7• I ZS IZ7,9 1,53.9 t Abhtun Max CtlIwimbls Demity Optimum L =) ,4OX 9/ REMARKS' I F � 1. ^s,. .. .. ,. FROCASCADE TESTING LABORATORY. INC. PROJECT ae•rrit W.0 aa]a'iae _.Jc'. ' .�/�I�rU FrJ r� Y tlw wC W,-RK[ •^� �+��• �^•�� •V^+^ CERT.NO. /p,c�„ DATE TAKEN RY Test No. 13 Q.Lgc-r. Location f4vo 15+co 16r00 Ih�.ro Elewttett � __ _ Mode 6 Depth a Wet Density PCF Moistwe PCF Dry Density PCF 3D.5 3Z.3 13 i 2,z,.O Melstun A �o 0 4.O°/a 5�o .I n�e Me1•t O roita M _ Density n.4 Optimum Moisturo } Rebtiva n M —Co.poction 97. 0� Reavi ed f Compaction �p i REMARKS +1 i j -- F .. e f A .l r u 1) FOUCASCADE TESTING LABORATORY. INC. rWea ewsnac.rols icNcin.ccws i�MTS PROJECT . % u�we .-._.exe z�« ee.TT.e ..a ....eTw eo,. .aa-.mo e.e. T. „s�,..e.�, CERT.NO. 676-�iL. DATE r� 7 TAKEN BY Tesl No. I I I ! 14 Location 14t�'00 1S ?00 I(c t00 I bt.SJ - Elewr on Mode & Depth / Wet Density �o PCF 137 1 138.Z 137.7 175&0 Mei srwe PCF Dry Density PCF 136s 13Z.3 31.8 13.Z,o r+ Meifture d. 3/0 M oa.Ohlairso 4 �( Density Optimum MoisWn I f Rdorire p yy Compoction ��,8/O Gy-2�^ cw8.Ry C1 Rpu�red Sa -a C� i Compaction i REMARKS F J F t J CASCADE TESTING LABORATORY. INC. PRoIECT %r �. LJ w w ru v...tirc �ue.�t .ew rt.m ns�.ssa+.s..w.w ease norwwe ewsve neww san CERT.NO. -G�b DATE TAKPN BY Le x L acotion +SO �.+eo gtffo +oo Ior5o 1 +oo I$f2$ 5 co-.15 -7 r 5o 9 rm 2 i Elsrelion Meda 8 DptA �.. — Wal Donsity FCF 134. L34.7 134.4 1igs� 137. 13 .15 13s.9 Moist" FCF Dry DsauLY FCF 127.3 12-7 127.E 1W7.5 1 47.9 13 1 30.9 1 61.8 I-1. ) 129.5, � MeiRlan � 2 D"NAY 193.4 oplIw"moisi — x Relative Compaction �S,q �5.390 �5�.;`/o CS.6°/ C: -.Cel .� Rpvirsd % c REMARKSI _J 1 .purr KKK` . ciM. ::nlmir�r-m:.�rurrcaacu Me ANALYSIS r-fi Kill i... 100V. 97.6 � -Y " ® rr•r--r�rOr.--rr�--rr�rl��-r1-�L-. Kimr�r--r�r�r—\ram-��-�-�i.-. D ; clilitiTs IL.. COMOLESGRAVEL SAND � ®�® %T"Cmm _ CITY OF w 1 T CAsc^CMlE,XCGTlNG LABORATORY, INC ®0 . U—%TOACT NO Is mc 6 WIN,MI' STONEWAY TEST NO TEST 7 1 0, DROP ALAN PARTICLE O14T Of $OIL SAN LE WAND TAMPER _STIGHT OF I-'-A. a. 25.6,' 26.13 ® MET WIL �� 11.40 11.45 OF SCIL SAMPLE ®000 �R E 47 7 MTER + 2.0 ®4® MATE ■•■\��••/■tN■■■t■Y tN/■ ■/■■■■tN■■■/■ TEST RESULTS ■N• •N■M•■.wtN NN./■NNNN oo■ ■\■N■■■w■NY■M•■/■■■.//■■■N•Y M■•• ■■■///■■N.■■N■■■o..■u�../.■■H.■■M ■■■/./■/Y HN./N/I ■//.N//.�.�/N■//•■ ■•/■•■■■tl/■/■■\■�1■Y■•■■\■■■■■•f■■/■■■ F I CRUSHED ROCK ■///.■■N.NH.�i■N■■M.\/■/.M■■11 LIQUOR AND PLASTIC LIMITS; ■•■N�N\■■■I.\t•N■N•t■■■•■■■■■Y■■�■■ ■■•■■■■•N IiI N•/■•\■/NI\•■/■/■N•■■�/■ ITH"t FORM PLASTIC CNAST ■///■■■NA/■■■■■■\O■■b//■\■/\//Y■•N• REMANKC ■/■\■■'M■NtM■■■■■N■N/N//•■N\NN■ , N■O■■N\■■•N■NNNN•N\ON■■■•N•• BA Eckto■��+a�[�ifA y CASCADE TESTING LAB ATOPY. INC. TEHTINI-H MIHPEC TION/ENGINECRH/GEOLC3KTH �� n wrt[e[ w[•.•0. [[w�[[l �a�wi saw asoa aW. M.N'.tl+iHlla MHO[l[HOo [�[IR t� �Hq[ ar oei. July 23, 1987 Cart No. 876-96 RECEIVED Avenue City of Renton X. 2 4 1987 200 Mill Avenue South Renton, Washington 98055 "IT Reference: Laboratory Testing Gentlemen: Transmitted herewith are the results of laboratory tests as run on a sample of materials as supolied by your representative. The material was tested in accordance with the following methods. ASTM C-117 6 C-136 Sieve Analysis of Coarse and Fine Aggregate ASTM D-1557 Moist Density Relationship The results may be seen on the attached sheet. Thank you for this opportunity to be of service. If any questions should arise, please do not hesitate to give us a call. Respectfully, CA7DR TESTING LABORATORY,, INC. Dennis H. Stack, P.E. I esident Kenneth B. Foot Laboratory Supervisor RBF:lal . :. .. ,. " t T Qn Site Fill _®® -- E, Al SOIL � �M127.3 MIT !� MET SOIL �14.75 - _®�� MATTA �_� 58 �� NTEST RESULTS LL::::■.w.''.:..LLLN /L■WL■■■i•�/■■■■iu� o■L■/■\■/■■��■�i■�LLiWNNwC w t/■■■■ /HM/■/■/ Y/■■■■■p/\//■■/■■■///■ ■■M■■■/H■N■■■ BROWN SANDY SILT W11H LLLLtL�1/N_ �■M■�■■■�NLp.:::p/iii /i�YY■N Lk LL■NL�•.M/■■Ni i/iHi■W■/L�iLiii MILL Li LLLLLL:LMLLL;eNLLLuw.LL:///NN.LL■LL 1/ .:.LL.L/�■■L.CM.L..L.LLLL...L„..NN ■L '. L7:;.LL■ii�\1•wN�L_�Y.LM•MLLCL/.L\■■■NM%L ■■`'/■■�/�Sr■iiLLL=LLM LLLM L.W■/LCLLLL LL. _■■ ■■/�/■■NNLN■■■YN/■Lu.�LLLL 1 Gm 16 4. -J T IMPROVEMENTSN. Ist STREET let SWACE Of STM TEST 40 TEST lKlIONT Lf CROP A I MRAI PARTICLE tic2mT OF SOIL SMILE AND TAMPER IS MAYER ADDED AT SOIL 22.96 _�� ®� - �� 1 �� ®�� No L lo� 14,RL 500 - - �■�ii� 460 451 � 40 49 8.6 10.8 13.1 TEST 113ULT3 120 •■...■ ...�■\.\N■■..■..\■■N.■■...N.pAnR CLASSIFICATION Of SAMPIL I BROWN SANDY IL WITH ...■..■\Y\NY N■\...\.....\\N.p N\.■ /\\\\\\\N N\M 1N\/\N\■W\\N■\/■\\\ N.p...N Z■N..Na■■� rn■■\.•fN■■■.■ 1 .■■■■.N■.MM■N■■■M .NM\..'1.■■\■. NW.wi NW■N■.NW■NN N\N N■■\ ...N.N\. ■rr NN.NpL N/Nls■N oN■.Na■�Z.Yii.►,N\NNr■.\a aa.■N. GRAVELS IN M\\\/■N/NY\/N\■a■■\■■W NN\NN■ \\....■WL19MIC MIT PLASTIC LIMITS: ■.1��NN.N W..\\\w■■N■\. SYMBOL FROM PLASTIC CRAFT \■.■.\\W\■/\\\\\\\.N■■\\\\\\■\\\\\■M 100 .■\\\\\W\\■■■\\\H NM•.NN\\■N NwLs /\../\\■■\\\\H/\/.//■N■/.M\■\W\■/\/ iu�Z Z.YN..Y■NZ••■\M \.ili'�Z Z\M1 YZN ■■... ■..N1...�.5.■\■...WM�■ZN •1WATlI ZZZ ■.ZZ\Z Z. ZMN.. ZS�Y.■■■. ■■.. 1 t t r i NY • 40 7 ® CASCADE TESTING LABORATORY. INC. ' •ES.NGhivSPE<iON/ENGINEyT' /GEOLp(,Siy ��w w. sou w�rA.1:dV aoe,ass-w� July 10, 1987 Cert. No. 876-96 JUL 13IM City of Renton ENGINEERING IIEPT. ' 200 Mill Street I • , 4INIAN Renton, Washington 98055 - Reference: North First St. Improvements CAG-029-87 i Wit!. reference to our phone conversation of July 8, 1987 there will roc be a minimum four hour charge. Also attached is a full rate sheet with all the rates we discussed. 77 If you have any questions please do not hesitate to give one a call. Thank you for selecting Cascade Testing Laboratory for the testing Q and inspection portion of your project. The rates for this project are listed below for yonr information. Density Testing: $30.00/hour - includes all field tests Moisture Density Relationship (proctor) : $108.60/each We understand that we should send copies of all reports to the following. Please let us know if there is a change. City of Renton - Invoice Kim our dispatcher in Kirklald at 823-9800 should be notified 24 hours in advance so you can be provided with the high quality ser- vice you expect. Rim is in the office from 7:00 am to 4:00 pm. If you have any questions or if we may be of further assistance, please do not hesitate to call us. Please sign the enclosed copy and return . Sincerely, CASCADE TESTING LABORATORY, INC. Dennis H. Stack, P.R 111, President Accepted by: Date: Company: Title: I ,kr T CASCADE TESTING LA®ORATORY, INC TESTING O�NSPEC T�pV iEMG�NC CIS GEOtOCILTa a�NU.)� ]oY�Mf MDO CVCKT. i i July 10, 1987 Cert. No. 876-96 JUL 13 1987 City' of Renton EIINEEBIHG Off. 200 Mill Street CITY k0TON Renton, Washinqton 98055 Reference: North First St . Improvements CAG-029-87 With reference to our phone conversation of July 8, 1987 there will not be a minimum four hour charge. Also attached is a full rate sheet with all the rates we discussed. If you have any questions please do not hesitate to give me a call. Thank you for selecting Cascade Testing Laboratory for the testinq and inspection portion of your project. The rates for this project are listed below for your information. Density Testing: 530.00/hour - inclu%,es all field tests Moisture Density Relationship (proctor): $108.60/each We understand that we should send copies of all reports to the followinq. Please let us know if therc is a change. City of Renton - Invoice Kim our dispatcher in Kirkland at 523-9800 should be notified 24 hours in advance so you can be provided with the high quality ser- vice you expect. Kim is in the office from 7:00 am to 4:00 pm. If you have any questions or if we may be of further assistance, I please de not hesitate to call us. Please sign the enclosed cope and return. 4, Sincerely, CASCADE TESTING LABORATORY, INC. _ Dennis H. Stack, P.E. President Accepted by: Date: Company: Title: r r a ." 3 ® II CASCADE TESTING LABORATORY. INC. TE�TINp�INM[C TIW,/CNOMI[[aF.000.00[TS PEE SCHEDULE. FNGinFFRIRO OEIF. F. SEATTLP./EVERETT AREA On OI NEN90 RPPRDN .TI 7 �_..__._.._ SOILS INVESTIGATION : Test Drilling, Hollow Stem Auger....... ... .. .... Rates on Request Test Drilling, NX :ore or CaseA Hole........ .... Rates on Request Dutch Cone (Static Penetrometer) . .. ... . ........ . "tea on Request Engineering Geologist.. . . . . . . . . . . . . . . . . ......... S45,00/hour a Geologist.......... .... . . . . . . . . . . . . . . . . . ..... ... S40.nn/hour INSPECTION: Senior Resident Inspector....................... $24.00/hour -• Inspector Technicians ............... $22.50/hour Inspector Technicians (Overtime) ............... $34.00/hour ' Consulting Engineer ............................ S75.00/hour Field Engineer .......................... ....... $50.00/hour Soils Technician, including field temtlnq ...... $30.00/hour Soils Technicians, (Overtime) .................. S40.00/hour Nuclear Densometer with Technician ............. $30.00/hour Solt Pull-Out Tests (Technician and Apparatus) . $41.SO/hour TRAVEL: Travel - from Seattle, when required ........... S22 50/hour Mileage - Auto ...... .. ........................ $ 0.30/mile Mileage - Pickup ............................... $ 0.30/mile } Mileage - Tolls, Parries . . ... .. ... .. .. .. At cost 9 Pickup Charge for Cast Cylinders only Project... $ 0.45/mile Subsistance ................ ...... ......... ..... Depends on Location jCONCRETE: Test Cylindersincludes molds and pickup when made by Cascade Personnel) ............. S10.00/each Paving Beams . . ................................. S15.00/each Saturdays and Holiday Laboratory Pee (Min 4/hour) S40.00/hour Mix Design - Single Point (6 cyls) .............. $232.00/each i - Three Point, with W/C Curve (18 cyla) $463.00/each Mortar Strength Test ........................... $67.40/each sample Gradations .... .. . . .. S25.an/each f Percent Passing 4200 Sieve only (wet) .......... S21.30/each Organic Color ............ ...................... $10.60/each ' Core End Preparation ........................... S 1.00/square inch Shrinkage Bars (concrete) Set of 3 ............. Rates on Request S SOILS: i Hvdrometer • • $36.20/each Moisture Density (Proctor) Relationship . . . . . . . . $10B.60/each Gradations to 0200 (dry) . .. .. . . . .. . .... . . . . . ... S25.00/each ' 1 Percent Organics by volume . . . . . . . . . . . . . . . . . . . .. 54,4.20/each Sand/Sawdust . . . . ... ... .... . . . . . . . . .. . . . . . . . . . . . 544.20/each i 1 d 4 ,Y iY•,:.- r. � � � ram. � .� CLSCA13E TESTING L4BO4sLTORT. ING 1 T[b TANG•�N6PECTgN/EN4�NCEAS/4ECXOGiTS Page 2 SOILS: (Continued) Specific Gravity (Fine Crainp9 Soils) . . . . . . . . . . S36.20/each Moisture Contents . .. . . .. .. . . . . . .. .. . . . . . . . . . . . . S 7.5n/each Atterburq Limits S5R.00/each .. . . .. . . . . . . . ...... . . . . .. .. . . . . Percent Passing f200 Sieve only (wet) . . . .. . . . . . S21.30/each Sand Equivalent .. ... ... . . . . . . . . . . .. .. . . . . . . . . . . S43.00/each "..In-Place Densities (Sand Cone) . . . .. .. . . . . . . . . . . $ q.60/each In-Place Densities (Nuclear) S 9.60/each Permeability of Soils . S116,On/path =I SOIL MECHANICS: °y Consolidation, Direct Shear, Unconfined Compression, Triaxial Compression. . . . . .. .. . . Rates On Request ASPHALT: Mix Design . . . . . . . . ... . .. .. .. . . .. . . . .. . . . . .. . . . . S575.00/each Marshall Test on Hot Samples - Make 3 Specimens, Test for Stability, Flow, Density and Voids S87,00/each Fxtraction and Gradation S52.00/each Asphaltic Concrete Technician with Nuclear Densometer for Field A.C. Pavinq Operations S30.00/hour Density . . ... .. . .... . . . . . . . . . . . . . . . . ... .... . . .. . S1o.00/each Coring Asphalt (min. 5 cores) . .. . . . . . . . ... .. . .. $50.00/core + Blending of Bin Samples . . . . . . . . . . . . . . . . . . . . . . . . S30.30/each Stripping Test ....... .... . . . . . . . .. . . . . . . . . . . . . . $36.00/each Gradations ... . . .. . .... .. . .. . . . . . . . . . . . . . . . . . . . . S25.00/each Specific Gravity (Coarse) . . . . . .. . .. . . . . . . .. . . . . S25.50/each Specific Gravity (Fine) 525.50/each Fractured Face Count . . . . . . . . . . . . . . . . . . . . . . . ... . S29.00/each L.A. Abrasion .. .. ... . . . . . . . . . . . . . . . . . . . . . . . . ... $102.00/each + Soundness Test ... . . . .. .... . . . . . . . . . . . . . . . . . .... 5123.0n/each 11 Degradation Value S65.00/each Viscosity and Penetration Rates on Request Rice Density . . . . . ... . ... . . . . . .. . . . . . . . . . . .. S36.20/each STRUCTURAL STEEL: Inspector Technician - Shop and Field ... . . . . ... S22.50/hour High Steel Inspection Service . . . . . . . . .. .. Rates Upon Request .� 1 cAscwoc TLAIO o L�Ar . JN ix"rwo�Mn"xcre..i c.y".��.exo�oaia» Page 3 NOT SERVICES Ultrasonic Inspection Services (Straight Time) S35.4n/hour (Overtime) ... S53.10/hour Magnetic Particle Inspection . .(Straight Time) $35.00/hour (Overtime) . .. S52.50/hour Radioqraphic Inspection Services Two Man Crew ..............(Straight Time) $51.n0/hour (Overtime) .. . S61.20/hour Transportation Cost .. ..... ... .. .. . . . .. .... ..... At Cost Living Expenses S . .. . ...... ... . . . . . .... At Cost Mileage (Equiped NOT Van) SO.45/mile # . Film Costs .............. .. . .. .. ...... . . . . . . . . .. Cost x 1.2nt ,. �Y Expendable Materials .... ....... . . ........ . . .... Cost x 1.20% WELDER OUALIFICATION/CERTIFICATION: { Rates upon request ROOFING AN' WATERPROOFING: 4: �;. Inspector Technicians ..... $24.00/hour Consultant . . .. . ... ....................... $50.00/hour `r- Specimen Tests, 4" a 42" ..... ..... ............. $64.00/each > 3r FIREPROOFING: ; S. Specimen Tests .. .... ...... ..................... $38.00/each 3 MASONRY: )+y'x•i. Pff.lorescenro - a) on mortar .................. $75.60/type b) on brick $75.60/tvoe MISCELLANEOUS SERVICES Schmidt Hammer and Windsor Probe Testinq Services 550.00/hour Field Impact Units for Windsor Probe Tests...... . $25.50/packet ^' Pachometer Testinq Service. . .. . . ...... . . . . . .. .... $50.00/hour 3 ^N.. LABORATORY SERVICES: Senior Laboratory Technician and Facilities .... S35.00/hour Additional Laboratory Technician . . ...... ....... $22.50/hour Special Equipment and Mobile Laboratories .. .... Rates on Request Minimum Charqe for Laboratory Time . ..... .. ..... S35.On minimum a Four (4) hour minimum charge for inanection and testing services. Unit Prices for Schedule Subject to Review Semi-Annually l i. M Mf 1A+.Keg IIALLY'Y'IYMYp�p� I MEISSEN j CASCADE TESTING LABORATORY,INC. 12313 N.E.1➢Bth ft ItkklenO.WA NOEB i { i L, d. J e ® � CASCADE�TESTING ABORATORV. INC. TASTING S TE(CT I N:CLA801RATOR . INC wwi wnq w 30 G�a]].Y00 f\fM�� YOY NFO�II July 6, 1987 Cart. No. 876-96 City of Renton ALLIVGY 200 Mill Avenue South Renton, Washington 98055 JUL Reference: North First Street Improvements CAG-0 -87 DOOM of. Gentlemen: CITY OiWft Thank you for selecting Cascade Testing Laboratory for the testing and inspection portion of your project. Our rates are shown below for your information. Concrete, Masonry, Grout, Structural Steel Inspection: Inspector: S22.50/hour - Standard Time - Four (4) hour minimum Inspector: $34.00/hour - Overtime and Weekends - Four (4) sf hour minimum on weekends. Specimens: $10.00/each Shotcrete Specimens: $50.00 a box, cores $10.00 each Mileage: No Charge Density Testing: $30.00/hour - includes all field tests Four (4) hour minimum - Moisture Density Relationship (proctor) : $108.60/each Roofing Inspection: $24.00/hour We understand that we should send copies of all reports to the following. Please let us know if there is a change. City of Renton - Invoice Rim our dispatcher in Kirkland at 823-9800 should be notified 24 hours in advance so you can be provided with the high quality service you expect. Rim is in the office from 7:00 am to 4:00 pm. If you have any questions or if we may be of further assistance, please do not hesitate to call us. Please siqn the enclosed copy and return. Sincerely, CASCADE TF,STING LABORATORY, INC. A. Dennis H. Suck, P.E. President Accepted by: Company;_ _ Titlex �.. f s t az 1� TE Tl� TESTIlJG LABORATORY, iNC -.• uw»e e.00 July 6, 1987 Cert. No. 876-96 u City of Renton 1 200 Mill Avenue South i Renton, Washington 98055 i r Reference: ...,rth First Street Imnrovements CAG-029-87 Gentlemen: Thank you for selecting Cascade Testing Laboratory for the testing and inspection portion of your project. Our rates are shown below for your information. Concrete, Masonry, Grout, Structural Steel Inspection: Inspector: $22.50/hour - Standard Time - Four (4) hour minimum -ctor: S34.00/lour - Overtime and Weekends - Four (4) :.pecimens: 510.00/each hour minimum on weekends. ' Shoterete Specimens: $50.00 a box, cores $10.00 each Mileage: No Charge Density Testing: $30.00/hour - includes all field tests Four (4) hour minimum Moisture Density Relationship (proctor) : $108.60/each Roofing Inspection: $24.00/hour We understand that we should send collies of all reports to the following. Please let us know if there is a change. City of Renton - Invoice Kim our dispctcher in Kirkland at 823-9800 should be notified 24 hours in advance so you can be provided with the high quality service you expect. Kim is in the office from 7:00 am to 4:n0 pm. If you have any questions or if we may be of further assistance, please do not hesitate to call us. }. Please sign the enclosed copy and return. Sincerely, CASCADE�TESTING LABORATORY, INC. a Dennis R. Stack, P.E. %eN` I President r nki. 1{ Accepted by: Company: Title: _ #A. ® C:KAOE TE9TNfi Li._WRATORv. iNC. �`�.rI�rRica wwurn Cwuwvu rug .. y __ 1 CASCADE TESTING LABORATORY.INC 1 12919 N.E. 13Eth P1. Kvk19M.WA 980]] j t T�fAAAAWN STING LABORATC�Y INC NO NCE TEST NO EST PER C°,i•�� Il !yL 5 ®� 1475 r'L SAMPLE .075 C10.63 10.60 - A. 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