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Home My WebLink AboutMIS98-0622 Cancelled Retaining Wall and Slab for Basketball Court - MIS Permit / Conditions - 8/1/1998 W CONCRETE MECHANICAL MOBILE HOME FoodrVs-Setback date by Ribbons date by Gas POV date by Foundation Walls date by Set UP date by INSULATION date by BG/SL.AB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by 1 v C v �1v �v i PERMITNO.: BLDrny, L MASON COUNTY BUILDING PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 --izt(C Shelton 360 27-9670 Belfair 360 275-4467 Elma 360 2-5269 Seattle 206 464-6968 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner -k a AR En Contractor Name M 9 Mailing Address 'a SOX Mailing Address � cityTA H u A State L&& Zip Code 9-0S-f 8 City State Zip Code Phone(34b )372-2600 Other Ph.( Ph.( Other Ph.(� Lien/Title Holder Contractor Reg. # Address Expiration t S TIC/W R SYSTEM 1 O ATION-Connect Ne eptIC Existin eptic Connect to r Sy tem me of Se r Syste Well r Wate ystem ame of istem PARCEL INFORMATION-12 digit Tax Parcel No. -%Z2 O'7` / S-0 /00 S3 2 Fire District Legal Description L C 0 O Site Address(Please include street name, street number and city) u D• ctions to site 2 2, 1 Mr' hc C 0 U T Al. r W I,-- AL G/--t timber be cut and sold in parcel preparation? (Yes/No) - i 0 Is your property within 200' of the following: Body of Water (?/4,0/p t Saltwater Lake River/Creek --- Pond Wetland Seasonal Runoff Stream .—Slopes or Bluffs --- e A c, if TYPE OF JOB New Add Alt Repair Other Use of Building etc 3 r Fr W o Describe Work S o S a E Ck No. of Bedrooms ----No. of Bathroonig-"—-SQUARE FOOTAGE-1st Floor , 2nd Floor--- i9c 81?cr Fl 3rd Floor ,--_Loft _ Basement Deck -- - Garage ----'- Carport GU1 p i pleS Other sq. ft. l ' MOBI HO INFORMATI - ake odel 4ent d Year Length Width Se ial No. o. of B drooms of athroo s Type o H t Pu hase Pric $ R c nit ? es/No) Installer Warne ertification No. NOTICE: THIS PERMIT BECOMES NULL&VOID IF,WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS ATANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: i OWNER AFFIDAVIT-1 certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-1 certify that I am currently registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without approval. first obtaining ap oval. X E, ate X Date FOR O FILIAL USE BEYOND THIS POINT Accepted by Date Submittal Amount Due Receipt No. t Building Department ff-7v-9r Occ Group - t Type Constr. Planning Department Environmental Health Department Public Works Department Fire Marshal l Valuation$ ::.:::::.::.::::::::::::::::::::::::.:::::::::::::::::::::.::::::::::::::::..........::::::::::....::.:::::::::. l . .................................. ............................. Building Permit Fee S- Site4rispeetion F Plan Review Fee r y UFC Plan Review Fee E LVioloa ng &Base Fee Public Works Review Fee ical & Base Fee Other z Gas/Pellet Stove Fee _ Other n Fee , Pre-Paid at Submittal -( ) TOTAL FEES rbRM MUST BE COMPLETED W INK, ' ,PLEASE-PRESS HARD. PERMIT NO.: BLD I'll J �0-f✓� � " - MASON COUNTY BUILDING PERMIT APPLICATION Lqs ►��I� 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 2-5269 Seattle 206 464-6968 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner 6 ' t"i 12«� �± � � `1' Contractor Name _5 f9 t" Mailin Address C• J X Mailing Address w City A n U A State WA Zip Code t5 City State Zip Code Phone U ' T 7 7 i66 Other Ph.(_ Ph.( Other Ph.(� Lien/Title Holder Contractor Reg. # Address Expiration S PTIC/WAT R SYSTEM I O kAATI1ON-ConnectXNew eptic Existin eptic Connect to r Syem N e of Se r Syste Well Water stem ame of wat r$ stem PARCEL INFORMATION-12 digit Tax Parcel No. .3 .Z 01 /_S c / 00 f.3; Fire Distri Legal Description G c "t P z C 6 F/1 G i 't 7 G W --! rle ;L 4 F S 10 Site Address(Please include street name, street number and city) /VR 2 C : aR T 9 5 CA G A P #(,I. D' ctions to site 2.7 - I M ` I f �k T Al, WOA , el�"S 1 ' irr G -1 f I F,-ir V0 timber be cut and sold in parcel preparation? (Yes/No) L",/.. Is your property within 200' of the following: Body of Water( ame) /A 66? C?AAIA t Saltwater_ Lake `'"" River/Creek ---- Pond Wetland " Seasonal Runoff Stream — Slopes or Bluffs C. �, e f r?e, 6C'.rt 7 r-F' GG 1J D 1 cam' e, +E TYPE OF JOB New Add Alt Repair Other Use of Building l rr,+r HY Iva Describe Work G c (I�IC r2 G OC ?SX 4 Z c: G .1 00 rr(k No. of Bedrooms ----No. of Bathrooms' SQUARE FOOTAGE-1st Floor 2nd Floor-- 3rd Floor ,w_ Loft Basement '' Deck ''" Garage---"—' Carport Other & _S>tA4 sq. ft. ( 2 6 Pf r f MOBI E 11OA INFORMATI - ke odel del Year Length Width Se al No. alb. of Be rooms N of throo Type of t Pur hase Pric Re nt Unit Installer ame Certification No. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agdnt on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-1 certify that I am currently registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in co formance therewith. No changes shall be made without approval. r. first obtaining ap oval. X , , Date X t t Date Ar FOR OFFICIAL USE BEYOND THIS POINT Accepted by Date Submittal Amount Due Receipt No. ..R :RI REIt# il .::.::::..................................................................................................................... . Building Department Occ Group Type Constr. Planning Department I Ot,14W, ` Environmental Health Department Public Works Department Fire Marshal Valuation $ <>; ` >»> :':>..........;> `.. .............................. Building Permit Fee Site Inspectio Plan Review Fee UFC Plan Revie Fee Plumbing & Base Fee Public Works Review Fee Mechanical & Base Fee Other Wood/Gas/Pellet Stove Fee Other Violation Fee Pre-Paid at Submittal ( ) TOTAL FEES' `'r.aRM MUST BE COMPLETED IN INK PLEASE PRESS HARD MASON COUNTY PROJECT SITE INFORMATION i i Case No. Name A e.,n o 6f—F Y PARCEL NUMBER 312-07 SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg N, S, E, W in relation to the site plan Lot Dimensions Fences I' Existing Structures Driveways Structure Setbacks Shorelines Water Lines Topography N Well Location (including adjacent) Drainage Plan Names of Streets Easements Names of Fronting Streets Septic System DRAW SITE PLAN BELOW Include adjacent proWies if on shoreline or within 100 feet of adjacent property line. adjacent property line- I q )( 6' " tallsh lz o c < t E-adjacent property line cc d (A) 6 Perpfl P*`1 g S, rxgi � o nd LP?14 , 12oo T H x l G /7W_Z7C&- ) Gr t 60 „ iwP�a�s F2oy ��ff 6 IC)/ .� �./ q9 S L-n e oar S'47oyn W Ae,rpYNs i cc S oh 'MO FP Gene t 1 p roP f I adjacent property line-� I 0 0 / ' Fad'acent property line 77-RCIIA970 IV71�Pj For- SAMPLE SITE PLAN e 017 adjar�nt property line- 3ic� _ _ Fadjacent property line 1 17 30' r.R�SCR V sE.asn � � � I10M 6 I .Grxd.tAl C�eK I HOu3Q I j PM Pm D smpt:c �1 1 1 , I � VAGn,T I CAA1: I % / �\ T A&R=LLLTuJXAL 50, I I I t � t I I \ 1 /DO I 1 1 L—e-LL i t 26 /D0' adjacent property line-;� ; c \; f-adjacent propertj line '!y TOPOGRAPHY PROFILE(Show a side view of property. Show slopes, cuts a I S. ss1 Ir c�&k"d the degree of slopes. See sample topography profile.) SAMPL OGRAPHY PROFILE ' WletL L / dist�.,ee. to ZU� ----->� Slap= to 1 6-rw d e 6ae 1 lignature Date 04 Kitsa - ead v Mix C- f P.O.BOX 853 BREMERTON,WA 98337 S f DARRYL LINDSLEY X G '¢ P c�2 r� CI �� / Bremerton 674-3154 FAX 674-3276 //_� j� � /`� � `12— � 7 FOR Free 1-800-480-3286 Pager 405-7011 10/10/97 Brad Carey �� I � � L P.O. Box 64 I e / r, Tahuya WA. 98588 Re ; 9/19/97 Wall pour. Brad, Please find enclosed delivery invoices for September 19,1997 wall pour delivered to your residence at 20811 Burma Rd. Also enclosed you will find test data supporting our 5 sack and 5.5 sack mixes. I apologize for any miss understanding that may have occurred on Kitsap Ready Mixes behalf. As we discussed its unlikely for our order takers to change a mix design in an order without some instruction to do so. As you can we our 5 sack mix is a strong durable mix and should easily satisfy your job requirements. We have sincerely enjoyed doing business with you and look forward to serving you again in the near future. Should you have any questions or comments please feel free to call me at 1-800480-3286 ext.116. Thank You Darryl Lindsley Q.C. Manager D C �I �0 � E � PERMIT ASSiSTA CE CENTER ME& P.O.BOX 853 sum BREMERTON,WA 98310 Phone: 479-5816 Kitsap Ready Mix 517# Cement 3/4" Agg. Air Entrained DATE #1 #2 #3 AVERAGE 1/23 4440 4260 4320 4340 12/14 4720 4740 4560 4673 11/22 4470 4580 4630 4560 11/1 4510 4530 4630 4557 10/19 4510 4420 4600 4510 10/9 4330 4280 4305 10/2 4470 4420 4320 4403 9/1 4400 4280 4350 4343 8/23 4260 4390 4320 4323 8/7 4510 4620 4400 4510 7/27 4260 4210 4230 4233 7/21 4460 4390 4540 4463 7/14 4210 4100 4070 4127 7/12 4560 4580 4560 4567 7/11 4720 4600 4790 4703 7/7 4390 4440 4510 4447 7/6 4700 4530 4580 4603 6/26 4510 4545 4490 4515 6/16 4470 4600 4510 4527 6/13 4190 4620 4250 4353 6/8 4470 4560 4530 4520 5/8 4170 4280 4140 4197 4/17 4720 4600 4790 4703 4/41 4240 4170 4140 4183 4/13 4460 4320 4400 4393 3/15 4160 4460 4560 4393 2/8 4790 4880 4810 4827 1/27 4760 4880 4810 4817 1/24 4880 4780 4790 4817 1/17 4230 4350 4280 4287 AVERAGE 4473 STD DEV 187 i i i I €i 5 SACK 3/4" AGG. 3000 PSI AIR ENTRAINED 7-DAY 7-DAY 7-DAY AVE. 28-DAY 28-DAY 28-DAY AVE. 2920 2830 2875 3860 3730 3795 3250 3310 3280 4210 4220 4215 3220 3360 3290 4100 4170 4135 2900 2810 2855 3730 3910 3820 2710 2760 2735 3540 3450 3495 2480 2640 2560 3730 3820 3775 2650 2740 2695 3910 4140 4025 2920 2880 2900 4160 4170 4165 2900 2950 2925 4230 4140 4185 2740 2760 2750 3730 3840 3785 2620 2550 2585 3780 3610 3695 2790 2850 2820 4190 4300 4245 2920 2830 2875 4090 4010 4050 2880 2870 2875 4210 4320 4265 2640 2710 2675 3680 3770 3725 2790 2920 2855 4400 4160 4280 2620 2550 2585 3640 3540 3590 2900 3020 2960 4120 4000 4060 3130 3330 3230 4510 4390 4450 2810 2830 2820 4010 4160 4085 3480 3430 3455 4370 4490 4430 3040 3110 3075 4230 4300 4265 2790 2900 2845 4370 4280 4325 2880 3020 2950 3980 4120 4050 3080 3150 3115 4050 4240 4145 3520 3400 3460 4070 4210 4140 3570 3480 3525 4440 4240 4340 3180 3130 3155 4320 4210 4265 2720 2810 2765 3750 3870 3810 3020 2920 2970 4230 4300 4265 2790 2760 2775 4070 4010 4040 3020 3060 3040 4190 4260 4225 2720 271.0 2715 3770 3680 3725 2880 2740 2810 4120 3980 4050 3340 3290 3315 4240 4280 4260 2810 2870 2840 4050 4170 4110 2810 2940 2875 4230 4160 4195 2810 2750 2780 3890 4030 3960 2830 2810 2820 4190 4120 4155 2870 2920 2895 4210 4170 4190 2920 2810 2865 4210 4160 4185 3330 3250 3290 4300 4440 4370 3340 3430 3385 4320 4390 4355 3040 3150 3095 4070 4140 4105 2690 2620 2655 3480 3540 3510 2900 2940 2920 4120 4090 4105 2970 3090 3030 3980 4090 4035 AVE. 7-DAY 2948 AVE. 28-DAY 4073 r;TD Dry, ?i6 PEHMII'Pt AN r„ {t+tip; z,y, t' { , ::- mill.l ;w««sm�+:,c:+e is<.i: .. .:3.. e:,ee r �....+t�.t i Miscellant�uus Penm1 JUIJ NO I IISF] MIS98 00022 Status I ��{Svc\�'� ��Q�� YS •++x• �4 , Y r HI r 't41'z.9 iuiEr22 �:aP=: P �'L ii111 fJE f f 1 ��r 12/05/2000 Information Summary for Case #: MIS98-00622 9:46:00.AM Activity Hold Updated Activity Description Date 1 Date 2 Date 3 Disp. Level By Updated MISA010 Application received 11/12/1998 11/12/1998 DONE KW 11/12/1998 MISB135 RLC Checklist Review 11/07/2000 DONE AHB 11/07/2000 Site visit made to verify setbacks and location in shoreline management area. MISB110 Structural Plan Review 11/12/1998 11/30/1998 DONE SKM 11/30/1998 SUBJECT TO PROVIDING SPECIAL INSPECTION PAPERWORK AS PER ENGINEERING FOR 3000PSI CONCRETE AND GRADE #60 REBAR PLACEMENT AS PER PAGE#2 OF STRUCTURAL NOTES FROM THE ENGINEER OF RECORD. THIS WILL BE A CONDITION,—WHAT ABOUT FEES FOR MR.CAREY.—TAMI— MIS6127 Planning Pre-Review 11/12/1998 11/13/1998 DONE MMS 11/13/1998 MISB128 Addressing 11/12/1998 11/12/1998 DONE GMM 1 1/1 211 998 MISB130 Planning Review 11/13/1998 11/07/2000 DONE AHB 11/07/2000 SITE VISIT NEEDED TO VERIFY EXTENT OF CONSTRUCTION AND PLANNED USE OF THIS STRUCTURE;GRADING DONE IN THE PAST WILL NOT BE FOLLOWED UP(PER T.GRIFFEY AND G.YANDO'S DISCUSSION). AHB Site visit verified that wall and other structures constructed already;case closed out to permit work done. AHB MISA011 WARNINGI!SEE PARCEL FLAG 11/21/2000 DONE KS 11/21/2000 MISA110 HOLD 11/30/1998 11/20/2000 DONE SKM 11/20/2000 DO NOT ISSUE UNTIL TAM[G.HAS MADE ALL HER COMMENTS,THANK YOU./11/20/00 FILE GIVEN TO T.G.AND SENT BACK FOR ISSUANCE SKM. MISA050 Approved for Issuance 12/05/2000 DONE No Hold TW 12/05/2000 MISA008 Issued-No Print 12/05/2000 DONE No Hold TW 12/05/2000 Condition Cond. Stat. Changed Updated Code Title Hold Status Changed By Tag Updated By 0001 "CUSTOM CONDITION" Not Met 11/30/1998 SKM THE PROJECT SHALL NOT BE APPROVED UNTIL THE APPLICANT FURNISHES A SPECIAL INSPECTION REPORT TO MASON COUNTY BUILDING DEPT.FOR THE ENGINEERS SPECIAL INSPECTION REQUIREMENTS LIS,E[2:„ PAGE(2)TWO OF E P IDED EN ERING. X 05W POST ADDRESS Not Met 11/30/1998 SKM PURSUANT TO 1994 UNIFORM BUILDING CODE,ALL SITE MUST BE MARKED WITH APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS. A REINSPECTION FEE,BASED ON RATES IN TABLE 3A OF THE 1994 UNIFORM BUILDING CODE WILL BE ASSESSED IF WNER/CONT FAILS POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS.X 5004 ALL CONSTRUCTION Not Met 11/30/1998 SKM XL TRUCTION MUS O9E XCEED A LOCAL CODES AND UBC REQUIREMENTS 5015 SPE IAL INSPECTION Not Met 11/30/1998 SKM 1994 UBC CHAPTER 17,SECTION 1701:SPECIAL INSPECTION IS REQUIRED FOR THE 3000PSI CONCRETE, ALL REPORTS SHALL BE REQUIRED TO BE PROVIDED TO TH5 MASON COUNTY BUILDING DEPT.PRIOR TO THE FINAL INSPECTION,PROVIDE COPY FAPPROVEDTVTI BORAT ERTIFICATION TO THE MASON COUNTY BUILDING DEPT.x 5026 Structure Setback Not Met 11/30/1998 SKM Proposed structure or portions thereof with an projection over 30"in hei t from grade line,mu tin a 5'se ration distance between adjacent structures and that furthest projection.X� ,. 5025 Sideyard Setback Not Met 11/3 8 SKM Proposed structure or any portion thereof greater than 30"i ight from grade line,must maintain a minimum of 5'setback fro 'property lines and a me s and 10'frQM ounty and State Road right of ways. X • r 12/05/2000 Information Summary for Case #: MIS98-00622 9:46:00 AM Condition Cond. Stat. Changed Updated Code Title Hold Status Changed By Tag Updated By 5030 Changes to Approved Plans Not Met 11/30/1998 SKM Changes to approved building plans that effect compliance to the 1991 Washington State Energy Code,1991 Ventilation and Indoor Air Quality Code,t 'fo ilding Code and/or Mason County Regulations must be approved by Mason County prior to constructionX 5045 Field Correct Not Met 11/30/1998 SKM CONSTRUCTION PROCESS O BE FIELD CORRECTED AS REQUIRED PER ON COU DING DEPARTMENT AND UNIFORM BUILDING CODE.x 0001 "'CUSTOM CONDITION" Not Met 11/30/1998 SKM ALL CONSTRUCTION SHALL BE AS PER THE PROVIDED ENGINEERING AND ALL HANGES IN j CONSTRUCTION SHALL B54RQ�EDrRITING AND STAMPED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION.X� e 0200 Site Plan �� 0 Not Met 11F/2000 AHB Approved per dimensions and setbacks on submitted site-plan and verified in field.X 0070 Shoreline Management Act 0 Not Met 11/07/2000 AHB The proposed project must be consistent with all applicable p i a he isions of the Shoreline Management Act, its rules,and the Mason County Shoreline Master Program.X 0060 Erosion Protection 0 Not laet 11/07/2000 AHB { All upland areas disturbed or newly created by construction activities shall be seeded,vegetated or given some other i egyjya t pe otprooction against erosion. Fees Fee Trans. Create Created Type Description Code Revenue Account No. Date By Amt.Due PLCK Building plan check' 345.83 KW $262.44 STFE Building State Fee 386.00.05 $4•50 PRMT Building permit.... 322.10 $403.75 MIS Misc.Fee 11/07/2000 SKM $403.75 MIS Misc.Fee 11/07/2000 SKM $42.00 MIS Misc.Fee 11/07/2000 AHB $70.00 Case People Listing Role Type Name/Address Company Name Hold Primary APL BRAD CAREY Y P.O.BOX 1021 ISSAUQUAH WA 98027 CON N i i p I I I i D 7 r Kitsa ead y Mix ' r ,� Ir P.O-BOX 853 BREMERTON,WA 98337 DARRYL UNDSLEY x d I` _ 4 -Jp ��Z Bremerton 674-3154 FAX 674-3276 JT/ r011 Free 1-800-480-3286 Pager 405-7011 L� k � GU� r � �J -S 10/10/97 / 11-5767� Brad CareyL P.O. Box 64 Tahuya WA. 98588 Re ; 9/19/97 Wall pour. v Brad, Please find enclosed delivery invoices for September 19,1997 wall pour delivered to your I residence at 20811 Buena Rd. Also enclosed you will find test data supporting our 5 sack ! and 5.5 sack mixes. I apologise for any miss uerstanding that may have occurred on Kitsap Ready Mixes behalf. As we discussed its unlikely for our order takers to change a mix design in an order without some instruction to do so. As you can see our 5 sack mix is a strong durable mix and should easily satisfy your job requirements. We have sincerely enjoyed doing business with you and look forward to serving you again in the near future. Should you have any questions or comments please feel free to call me ! at 1-800480-3286 ext.1,16. 1 Thank You Darryl Liadsley Q.C. Manager RE CE � VEEDI MAY 271 3 PERMIT ASSISTANCE CENTER i 1 Co �,� stir T� ADprta J ( P.O.BOX 853 BREMERTON,WA 98310 Phone: 479-5816 Kipp Ready Mix 517# Cement 3/4" Agg. Air Entrained DATE #1 #2 #3 AVERAGE 1/23 4440 4260 4320 4340 12/14 4720 4740 4560 4673 11/22 4470 4580 4630 4560 11/1 4510 4530 4630 4557 10/19 4510 4420 4600 4510 10/9 4330 4280 4305 10/2 4470 4420 4320 4403 9/1 4400 4280 4350 4343 8/23 4260 4390 4320 4323 8/7 4510 4620 4400 4510 7/27 4260 4210 4230 4233 7/21 4460 4390 4540 4463 7/14 4210 4100 4070 4127 7/12 4560 4580 4560 4567 7/11 4720 4600 4790 4703 7/7 4390 4440 4510 4447 7/6 4700 4530 4580 4603 6/26 4510 4545 4490 4515 6/16 4470 4600 4510 4527 6/13 4190 4620 4250 4353 6/8 4470 4560 4530 4520 5/8 4170 4280 4140 4197 4/17 4720 4600 4790 4703 4/41 4240 4170 4140 4183 4/13 4460 4320 4400 4393 3/15 4160 4460 4560 4393 2/8 4790 4880 4810 4827 1/27 4760 4880 4810 4817 1/24 4880 4780 4790 4817 1/17 4230 4350 4280 4287 AVERAGE 4473 STD DEV 187 i a 3 J 5 SACK 3/4" AGG. 3000 PSI AIR ENTRAINED 7-DAY 7-DAY 7-DAY AVE. 28-DAY 28-DAY 28-DAY AVE. 2920 2830 2875 3860 3730 3795 3250 3310 3280 4210 4220 4215 3220 3360 3290 4100 4170 4135 2900 2810 2855 3730 3910 3820 2710 2760 2735 3540 3450 3495 2480 2640 2560 3730 3820 3775 2650 2740 2695 3910 4140 4025 2920 2880 2900 4160 4170 4165 2900 2950 2925 4230 4140 4185 2740 2760 2750 3730 3840 3785 2620 2550 2585 3780 3610 3695 2790 2850 2820 4190 4300 4245 2920 2830 2875 4090 4010 4050 2880 2870 2875 4210 4320 4265 2640 2710 2675 3680 3770 3725 2790 2920 2855 4400 4160 4280 2620 2550 2585 3640 3540 3590 2900 ,. 3020 2960 4120 4000 4060 3130 3330 3230 4510 4390 4450 2810 2830 2820 4010 4160 4085 3480 3430 3455 4370 4490 4430 3040 3110 3075 4230 4300 4265 2790 2900 2845 4370 4280 4325 2880 3020 2950 3980 4120 4050 3080 3150 3115 4050 4240 4145 3520 3400 3460 4070 4210 4140 3570 3480 3525 4440 4240 4340 3180 3130 3155 4320 4210 4265 2720 2810 2765 3750 3870 3810 3020 2920 2970 4230 4300 4265 2790 2760 2775 4070 4010 4040 3020 3060 3040 4190 4260 4225 2720 271.0 2715 3770 3680 3725 2880 2740 2810 4120 3980 4050 3340 3290 3315 4240 4280 4260 2810 2870 2840 4050 4170 4110 2810 2940 2875 4230 4160 4195 2810 2750 2780 3890 4030 3960 2830 2810 2820 4190 4120 4155 2870 2920 2895 4210 4170 4190 2920 2810 2865 4210 4160 4185 3330 3250 3290 4300 4440 4370 3340 3430 3385 4320 4390 4355 3040 3150 3095 4070 4140 4105 2690 2620 2655 3480 3540 3510 2900 2940 2920 4120 4090 4105 2970 3090 3030 3980 4090 4035 AVE. 7-DAY 2948 AVE. 28-DAY 4073 �Tn nry 2�h