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HomeMy WebLinkAboutSWP273531 (3)„NORTHWEST LININGS & GEOTEXTILE PRODUCTS, Inc. ■ ■ Helping to Protect the Environment.. 21000 77th Avenue South Kent, WA 98032 (253) 872-0244 • (800) 729-6954 FAX: (253) 872-0245 www.northwestlinings.com PermeaTeXTM & PermeaLok Coir Logs PermeaTexTM & PermeaLok Coir Logs are made from 100% decorticated coconut fiber compressed in natural netting. Coir Logs are used to effectively manage changes in stream flow velocity, provide channel and shoreline stabilization and planting medium for vegetation. They are also utilized for erosion and sediment control on steep slopes. Product Specifications: Type Diameter Length Weight C-12 12” / 30 cm 20' / 6m 142 Ibs / 64kg C-16 16" / 40 cm 20' / 6m 252 Ibs / 114kg C-20 20" / 50 cm 20' / 6m 393 Ibs / 178kg Coir Log will meet minimum density (weight) of 8 Ibs/cubic foot. PermeaTexTM is a trade name of Northwest Linings and any use of this name without the express written consent of Northwest Linings is strictly prohibited. The information and data contained herein are believed to be accurate and reliable. Northwest Linings makes no warranty of any kind. Northwest Linings accepts no responsibility or liability for the results obtained through application of this informatio .ORTHWEST LININGS & GEOTEXTILE PRODUCTS, Inc. "Helping to Protect the Environment" 21000 77th Avenue South Kent, WA 98032 (253) 872-0244 • (800) 729-6954 FAX: (253) 872-0245 www.northwestlinings.com PermeaTex / PermeaLok Coir 400 PRODUCT DESCRIPTION I PermeaTexTM Coir 400 is made from 100% coir fiber twine woven into high strength mats for creme slope stabilization, protection of high velocity stream banks and high velocity intermittent ,)w channels. Coir 400 PROPERTY METHOD UNITS Roll Width 9.84', 13.12' Roll Length 165' Roll Square Feet 1623/2160 Roll Square Yards 1801240 Weight grams/sq/m(oz/SY) ASTM D 3776 400(11.85) Thickness Mils (mm) ASTM D 1777 297.80 (7.45) Open Area (%) 65 Recommend Flow Velocity 8.2 ft/sec Recommended Shear Stress 3.12 Ibs/ft2 "C" Factor, 1.5:1 slope .003 Warp Ends/Per 10cm 4.60 Weft Picks/Per 10cm 4.00 DRY -Ultimate Strength Ibs/in RD(Roll Machine Direction) XD(Cross Machine Direction) ASTM D 4595 58.8 55.3 DRY -Ultimate Strain % RD XD ASTM D 4595 37.2 30.6 WET -Ultimate Strength Ibs/in RD(Roll Machine Direction) XD(Cross Machine Direction) ASTM D 4595 45.10 42.30 WET -Ultimate Strain % RD XD ASTM D 4595 35.00 34.20 PermeaTexTM is a trade name of Northwest Linings and any use of this name without the express written consent of Northwest Linings is strictly prohibited. The information and data contained herein are believed to be accurate and reliable. Northwest Linings makes no warranty of any kind. Northwest Linings accepts no responsibility or liability for the results obtained through application of this information. 4F1 4a❑ 5❑ Ill ll 1111 ll� ll !II 1111 1I ll POLICE RAFFICN COLLISION REPORT 1591971 INTERSTATE ❑ CITY STREET RESULTED ❑ STATE POUTS ❑ OTHER ❑ OLEN VEHICLE ❑ COUNTY RD PRIVATE WAY HIT a RUN El INVOLVED TRIBAL RESERVATION M M D D Y Y Y Y TIME (2400) COUNTY Y MILES CITY s C ATES O 11 - - 2011 07f 5 17 =.[ S 8 W❑ OF IN 8 1070 ON (PRIMARY TRAFFIC WAY) INTERSECTION ❑ NON -INTERSECTION ❑✓ LK WASHINGTON BLVD N BLOCK NC_ ✓❑MILE POST ❑ 4100 m29 DISTANCE OF (REFERENCE OR CROSS STREET) 100 00 MILES ® S e E N4ISTST MOTOR FECAL- DAL THRE LD MET I PHONE UNIT 01 VEHICLE ❑ CYCLE ❑ YES1 INC D: 4257931545 6� LAST NAME I GOINS FIRST NAME GORDON MIDDLE M INITIf4 STREET., 13611 S.E. 171STPL NEW ADDF 7❑ CITY RENTON ST I WA ZIP 98058 61 1 CDL RESTRICTIONS E\JCPSEM3`S 9 8❑ RIVER*SM DC NSE II STATE SEX I. C.O - 0 10 ON DUTY S`A?US 1 AIRBAG RESTT?. EJECT 2 HELMET 1 INJURY 6 NATURE OF INJURIES USE CLASS LACERATION ABOVE LFT EYE AND BLOODY LICENSE "AT VINE 11m PLATE aLE 12m PLATE 17❑ 18❑ 19n STATE TRAILER « STATE a L�A� VEH YEAR MAKE MODEL STYLE VEHICLETOWED TOWED BY GOYT. VEH( YES NO rE N REGISTERED OWNER INFO. VEHICLE NO. 1 SHADE IN DAMAGED AREA is ;OnOY uA;uTy IN FFUFY NSURANCE IN$UPANCE CO a POUCY t LERICLY YEo CITATION II CHARGE 5-ANDING LJ UNIT 02 El ElPEOESTR AN ❑ OWONER ❑ OE NC IDMET PHONE CEDAL YCLE HOLE LAST NAME FIRST NAME MIDDLE INITIAL STREET I� NEW &DDRESID CITY ST ZIP CDL RESTRICTIONS ENDORSEMENTS 130 6 1 33 you n m34 35 ❑ 36 7137 m39 =39 m10 213❑ I LIICIENSEL STATE SEX M pDV1vY '❑-� 21a AIRBAG RESTR. HELMET INJUF7Y NATURE OF INJURES ON I STATUS DUTY EJECT USE I CLASS 22❑ LICENSE S"AT VINX PLATE a 23m TRAILER TRAILER PLATE x STATE PLATE M STATE ❑ Il 24m VEH. YEAR MAKE I MODEL STYLE VE TO YE N TOWED BY I YE N ❑ 42 REGISTERED OWNER INFO. VEHICLE NO 2 SHADE IN DAMAGED AREA 4 LLA&�Y NS:IRANCE Nam' INSURANCE CO aPOUCYE ' VTOP Ic 30nON V£H''c; ' L Y^ CITATION a CHAR GE 25 4 8 7 E CFFICER'S NAME PRINT( BADGE CA ID t AGENCY 26 R. HYETT 3413 WA0171300 PART A .i007-565-759 R (7;C61 PAGE 01 OF 5 STATE OF WASHINGTON POLICE FFIC COLLISIONAREPORT 1591972 ADDITIONAL PERSONS IN NAME KARLL RANDI W (LAST FIRST MIDDLE INTIAL) CORRECTION REPORT NO. CASE # 11-11182 ADDRESS d PHGNE r D.O.B. 1615 SHELTON AVE NE RENTON WA 98056 SEX M NMDr_ 07 - 15 - 1958 PASSENGER WITNESS ❑✓ UNIT 7t SEAT POS. AIRBAG RESTR. EJECT HELMET INJURY NATURE OF INJURIES USE CLASS NAME (UST FIRST. MIDDLE INMAQ HAMILTON JENNIFER R ADDRESS d PHONE � DJOC,B' 808 N 29TH ST RENTON WA 98056 4259221794 SEX F , + 03 _ f 1 _ 1974 PASSENGERWITNESS✓ UNIT SEAT POS. AIRBAG RESTR. EJEC` HELMET INJURY NATURE OF INJURIES USE CLASS NAME (UST, FIRST. MIDDLE INITLAU SANTIAGO CYNTHIA ADDRESS a PHONE N 2064090000 SIX ll D.O.B. NMDDVYY ' PASSENGER WITNESS UNIT >f SEAT POS. A�RBAG RESTR. EJEC' HELMET INJURY NATURE OF INJURIES USE CLASS NARRATIVE Please see subsequent narrative pages I CER-IFY (DECLARE) UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FOREGOING IS TRUE AND CORRECT. (RCW 9A.72.085) R. HYETT NVESTiGATING OFFICER'S SIGNATURE UNIT OR DIST. DIET DATED PLACE SIGNED APPROVED BY DATE BADGE OR ID >r 3413 ORI A WA0171300 TW E POLICE DISPATCHED 7:21 AM TIME POLICE ARRIVED 7:26 AM PART Br;o,6, PAGE 2=OF 5� REPORT NO. CASE # 11-11182 OF COLLISION 11/04/11 07:15 OF COLLISION NARRATIVE On 11/04/11, at approximately 0721 hours, I was dispatched to an injury bicycle collision that occurred in the 4100 block of Lake Washington Blvd. N. Upon my arrival, I found Officer S. Teirney attending to the bicyclist who was lying face down in the southbound lane of travel facing in a southwesterly direction. The bicyclist appeared to be dazed and at first he was not responsive to questions. The bicyclist was identified from his Washington State driver's license as Goins, Gordon M., born 01/05/1970. The bicycle was on the west shoulder of the roadway facing southbound. I do not know if it was pulled off to the side of the roadway or if that is where it came to rest. The bicycle was a black in color Specialized brand Tricross 20 speed. Looking at the bicycle, I saw no obvious damage. The bicycle was equipped with two flashing red lights facing toward the back and a headlight mounted on the front handle bars. The red lights were still flashing when I arrived but the headlight was off. The bicycle had a trip computer and it showed Goins had been riding for approximately 11 minutes with an average speed of 13.5 mph (this included the time when the bicycle was down). The chain had come partially off the outer crankset but was still on the 4 sprocket on the freewheel (counting small to big). Goins' helmet had been taken off and I could see blood on the bill area of the helmet. I contacted three witnesses and identified them as Karll, Hamilton, and Santiago. None of the witness had actually seen what happened. Karll said he was northbound, had passed Goins and as he continued northbound he looked in his rear view mirror, saw Goins on the ground and turned around. Hamilton said she was about 300 feet south of Goins when she saw him on the ground. Hamilton said a car had passed Goins but did not believe there was any contact. Santiago said she just came upon him. I was able to talk to Goins in the Aid unit. He was more responsive, gave me his home phone number, his wife's cellular number, and his cellular number. He told me he works at Microsoft in Redmond and was heading to work. He did not know what happened. Goins was transported via Aid to Valley Medical Center. I called Goin's wife and told her what had happened. I contacted Goins and his wife at Valley Medical Center and gave them a copy of the report. The incident occurred in a area under construction. There was no construction work going on at the time. The northbound side of the roadway had been ground for re -surfacing in the area of the collision. There was a 2-3 inch surface drop near the center line separating northbound from southbound lane of travel. There were construction warning signs posted telling motorcycles to use extreme caution, bicycles to merge with traffic, and grooved pavement. No other vehicles involved and no enforcement action taken. Report for documentation purposes only. "" AUTO -POPULATED SECTION "" THE FOLLOWING ARE DESCRIPTIONS ENTERED FOR ITEMS SELECTED AS "OTHER": Pedalcyclist GOINS Traffic Control: MOTORCYCLE USE CAUTION "" END OF AUTO -POPULATED SECTION * " TIM REPORT NO. CASE # 11-11182 OF COLLISION ION 11/04/11 07:15 Of COLLISION NARRATIVE PAGE 4 OF 5 REPORT NO. CASE # 1 1-1 1 182 DATE AND TIME 11 /04/11 07:15 OF COLLISION C�P,- �- - -)0. POR Lake Washington Blvd. N. Z PAGE 5 OF 5 Washington State N% Department of Transportation Contract Section Contractor KC Equipt FA Number Request for Approval of Material :ment Protect Subcontractor Concrete Ser I SR Date 1 9/28/2011 I County King County i nls Torm snap oe compiezea prior to subminai. it mis torm is not complete at time of For WSDOT Use Only submittal it may be returned for information that was omitted. For assistance in completing, see Instructions and Example RAM # Bid Material or I Name and Location of Fabricator, i Specification PE/QPL Hdgtr fQPL Item No. Product/Type Manufacturer or Pit Number Reference Code Code Ready Mix Concrete ' Miles Sand & Gravel �6.02.3 (Portland Cement 1/II Lafarge 9.012 Coarse Aggregate Miles Sand & Gravel 9.03.1(2) (Fine Aggregate Miles Sand & Gravel 9.03.1(2) A28 04C3A - Commercial Class Miles Sand & Gravel 6.02.3 A30 04C4A - Commercial Class i Miles Sand & Gravel 6.02.3 A27, 0442A - Class 4000 Miles Sand & Gravel 6.02.3 A37 A29 15PERV I - Pervious Miles Sand & Gravel 6.02.3 MB-AE 90 - Air I BASF - Master Builders 9-23.6 Entrainment _ 9-23.6 Polyheed 997 Water BASF - Master Builders !Reducer Project Engineer Date State Materials Engineer Date Acceptance Action Codes for use by Project Engineer and State Materials Laboratory 1. Acceptance Criteria: Acceptance based upon 'Satisfactory' Test Report for samples of materials to be incorporated into project. 2. Acceptance Criteria: Mfg. Cert. of Compliance for'Acceptance' prior to use of material. 3. Acceptance Criteria: Catalog Cuts for 'Acceptance' prior to use of material. Catalog Cut Approved ❑ Yes ❑ No 4. Acceptance Criteria: Submit Shop Drawings for'Approval' prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment, WSDOT Inspected' or'Fabrication Approved Decal' material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld' Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Miscellaneous Acceptance Criteria. Remarks: rruyeat. r=ngineer urstrtoution ❑ Contractor ❑ Region Materials ❑ Region Operations Engineer ❑ State Materials Lab ❑ Fabrication Inspection M/S 47365 DOT Form 35M71 EF Revised 1212008 State Materials Engineer Distribution ❑ General File ❑ Signing Inspection ❑ Other AML Washington State TA Department of Transportation Concrete Mix Design Contractor Submitted By Date KC Equipment Concrete Services, Inc. 9/28/201 1 Concrete Supplier Plant Location Miles Sand & Gravel I Auburn Contract Number Contract Name Lake Washington Boulevard North Stonn & Water System Improvements This mix is to be used in the following Bid Item No(s): Concrete Class: (check one only) a a d ❑ 3000 El4000 ❑ 4000D ❑ 4000P ❑ 4000W ❑ Concrete Overlay ❑ Cement Concrete Pavement ® Other Commercial Class Concrete Remarks: Mix Design No. 04C3A Plant No. 201 Cementitious Materials Source Type, Class or Grade Sp. Gr. Lbslcy Cement Lafarge Type 1/II 3.15 564 Fly Asha GGBFS(Slag) Latex Microsilica Concrete Admixtures Manufacturer Product Type Est. Range (ozlc ) Air Entrainment Master Builders MB-AE-90 5-20 Water Reducer High -Range Water Reducer Set Retarder Other Commercial Class Water (Maximum) 225 Lbslcy Is any of the water Recycled or Reclaimed? e ❑ Yes ® No Water Cementitious Ratio (Maximum) 0.40 Mix Design Density 145.2 lbslcfd Design Performance 1 2 3 4 5 Average f 28 Day Compressive Strength (cylinders) psi 4,680 4,900 5,020 4,780 4,860 4,850 14 Day Flexurald Strength beamspsi Agency Use Only (Check appropirate Box) ❑ This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above ❑ This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: PE Signature Date vv Revised 6/06 �� uislnoutim onginal - Contractor Copies To - State Materials Lab -Structural Materials Eng. ; Regional Materials Lab; Project Inspector Mix Design No. Aggregate Information 04C3A Plant No. 201 Concrete Component Component Component Component Component Combined Aggregates 1 2 3 4 5 Gradation VVSDOT Pit No, B-345 B-345 WSDOT b 14 day A) Results /o El ® No ❑ Yes ® No ❑ Yes ® No ElYes ElNo ElYes ElNo Gradingc _5 7 Class 2 Percent of Total 60A 39.6 Aggregate 100% Specific Gravity 2•71 2.65 Lbs/cy (ssd) 1160 1340 Percent Passinq 2 inch 1-1/2 inch 1 inch 314 inch 112 inch 3/8 inch No. 4 No. 8 No. 16 No. 30 No. 50 No.100 No.200 Fineness Modulus: 2.9 (Required for Class 2 Sand) ASR Mitigation Method Proposed b : N/A Notes: a Required for Class 4000D and 4000P mixes b Alkali Silica Reactivity Mitigation is required for sources with expansions over 0.20% - Incidate method for ASR mitigation. For expansion of 0,21 % - o.45%. acceptable mitigation can be the use of low alkali cement or 25% type F fly ash. Any other proposed mitigation method or for pits with greater than 0.45% expansion, proof of mitigating measure, either ASTM C1260 / AASHTO T303 test results must be attached. If ASTIV C 1293 testing has been submitted indicating 1-year expansion of 0.04%or less, mitigation is not required. c AASHTO No. 467, 57. 67, 7, 8. WSDOT Class 1, Class 2: or combined gradation. See Standard Specification 9-03.1, d Required for Cement Concrete Pavements. e Attach test results indicating conformance to Standard Specification 9-25 1. f Actual Average Strength as determined from testing or estimated from ACI 211. DOT Form 350.040 EF Revised 0106 iIIIIIIIIIIIIIIIIIIii, Washington State VAP Department of Transportation Concrete Mix Design Contractor Submitted By Date KC Equipment Concrete Services, Inc. 9128J2011 Concrete Supplier Plant Location Miles Sand & Gravel I Auburn Contract Number Contract Name Lake Washington Boulevard North Storm & Water System Improvement Project This mix is to be used in the following Bid Item No(s): Concrete Class: (check one only) d ❑ 3000 ❑ 4000 ❑ 4000D ❑ 4000P ❑ 4000W ❑ Concrete Overlay ❑ Cement Concrete Pavement ® Other Commercial Class Concrete Remarks: Mix Design No. 04C4A Plant No. 201 Cementitious Materials Source Type, Class or Grade Sp. Gr. Lbs/cy Cement Lafarge Typc I'll 3.15 564 Fly Asha GGBFS 'Sla Latex Microsilica Concrete Admixtures Manufacturer Product yp Type Est. Range Air Entrainment Master Builders MB-AE-90 1-10 Water Reducer High -Range Water Reducer Set Retarder Other Commercial Class Water (Maximum) 274 tbslcy Is any of the water Recycled or Reclaimed? e ❑ Yes ® No Water Cementitious Ratio (Maximum) 0.49 Mix Design Density 145.2 Ibsldd Design Performance 1 2 3 4 5 Average f 28 Day Compressive Strength (cylinders) psi 4.060 4.240 4,440 4.380 4,470 4,320 14 Day Flexurald Strength (beams) psi Agency Use Only (Check appropirate Box) ❑ This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above ❑ This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: PE Signature Date UV I rune �-uvu tr Distribution: Original - Contractor Revised 6/06 Copies To - State Materials Lab -Structural Materials Eng. , Regional Materials Lab, Project Inspector Mix Design No Aggregate Information 04C4A Plant No. 201 Concrete Component Component Component Component Component Combined Aggregates 1 2 3 4 5 Gradation WSDOT Pit No. B-315 B-'45 WSDOI ASK 14-day Results(%) b ❑ Yes ® No ❑ Yes ® No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Gradingc 57 Class 2 Percent of Total 60.4 39.6 Aggregate 100% Specific Gravity 171 165 Lbs/cy(ssd) 1860 12,20 Percent Passina 2 inch 1-112 inch 1 inch 3/4 inch 1/2 inch 3/8 inch No. 4 No. 8 No. 16 No. 30 No 50 No 100 No 200 Fineness Modulus: 2.9 (Required for Class 2 Sand) ASR Mitigation Method Proposed b : N/A Notes: a Required for Class 4000D and 4000P mixes. b Alkali Silica Reactivity Mitigation is required for sources with expansions over 0.20% - Incidate method for ASR mitigation. For expansion of 021 % - o.45%, acceptable mitigation can be the use of low alkali cement or 25% type F fly ash. Any other proposed mitigation method or for pits with greater than 0.45% expansion, proof of mitigating measure, either ASTM C12601 AASHTO T303 test results must be attached. If ASTM C 1293 testing has been submitted indicating 1-year expansion of 0.04% or less, mitigation is not required c AA3HTO No. 467, 57, 67, 7, 8, WSDOT Class 1, Glass 2: or combined gradation.. See Standard Specification M3.1. d Required for Cement Concrete Pavements. e Attach test resutis indicating conformance to Standard Specification 9-25 1 f Actual Average Strength as determined from testing or estimated from ACI 211 DOT Form 350-040 EF Revised 6106 `. Washington State vW Department of Transportation Contractor KC Equipment Concrete Supplier Nliles Sand R Gravel Contract Number Contract Name Lake Washin Concrete Mix Design Submitted By Dale Concrete Services. Inc. 9,/281201 1 Plant Location Auburn Boulevard North Storm & Water System Improvement PF�Jecl This mix is to be used in the following Bid Item No(s) Concrete Class: (check one only) a a d ❑ 3000 04000 ❑ 4COOD ❑ 40OOP ❑ 4000W ❑ Concrete Overlay []Cement Concrete Pavement ❑ Other Remarks: Mix Design No. 0442A Plant No. 201 Cementitious Materials Source Type, Class or Grade Sp. Gr. Lbslcy Cement Lafarge Type 1/11 3.15 564 Fly Asha GGBFS(Slag) Latex Microsilica Concrete Admixtures Manufacturer Product Type Est. Range (ozlc ) Air Entrainment BASF MB-AE-90 0-30 Water Reducer BASF Pollyheed 997 A 30-40 Nigh -Range Water Reducer Set Retarder Other Water (Maximum) 246 Lbslcy is any of the water Recycled or Reclaimed? ❑ Yese ® No Water Cementitious Ratio (Maximum) 0.44 Mix Design Density Ibs/cfd Design Performance 1 2 3 4 5 Average t 28 Day Compressive Strength (cylinders) psi 4,860 4,450 4,440 4,630 4,470 4,570 14 Day Flexurald Strength(beams) psi Agency Use Only (Check appropirate Box) ❑ This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above ❑ This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections Reviewed By: PE Signature Date vu 1 rojm sou-uau tr Distribution Original - Contractor Revised 6106 Copies To - State Materials Lab -Structural Materials Eng. ; Regional Materials Lab, Project Inspector Mix Design No, 0442A _ Plant No. Aggregate Information 201 Concrete Component Component Component Component Component Combined Aggregates 1 2 3 4 5 Gradation WSDOT Pit No B-345 B-345 — — WSDOT ASR 14-day Results (% t' Z Yes ❑ No ®yes ❑ No ❑ Yes ®No ❑ Ycs ❑ ya ❑ No Gradingc 57 Class 2 Percent of Total Aggregate 10C% Specific Gravity `.69 2.65 Lbsicy (ssd) 1860 1280 Percent Passina 2 inch 100 100 1-112 inch 100 100 1 inch 100 100 3/4 inch 86.4 100 112 inch 41.9 100 3/8 inch 17.7 100 No. 4 1.6 97.9 No. 8 0.1 85.5 No. 16 0.1 70.8 No. 30 0.1 46.4 No. 50 0.1 16.5 No. 100 0.1 4 7 No. 200 0.1 1.7 Fineness Modulus: 2.9 (Required for Class 2 Sand) ASP Mitigation Method Proposed NIA Notes: a Required for Class 4000D and 4000P mixes. b Alkali Silica Reactivity Mitigation is required for sources with expansions over 0.20% - Incidate method for ASP mitigation. For expansion of 0 21 % - o.45%, acceptable mitigation can be the use of low alkali cement or 25% type F fly ash. Any other proposed mitigation method or for pits with greater than 0.45% expansion, proof of mitigating measure, either ASTM C1260 / AASHTO T303 test results must be attached. If ASTM C 1293 testing has been submitted indicating 1-year expansion of 0.04% or less, mitigation is not required. c AASHTO No. 467, 57, 67, 7, B. INSDOT Class 1, Class 2, or combined gradation. See Standard Specification 9-03 1 d Required for Cement Concrete Pavements. e Attach test results indicating conformance to Standard Specification 9-25.1. f Actual Average Strength as determined from testing or estimated from ACI 211 DOT Form 350-040 CF Revised 6!06 t• � MILES SAND AND GRAVEL COMPANY P.O. BOX 130 AUBURN, WA 98071 Design Slump: 1 Max Mix l.D.. 15PERV1 Design fc: PSI "Components of MILES SAND & GRAVEL COMPANY mix 15PERV1 and it's components are Proprietary, and the property of MILES SAND AND GRAVEL COMPANY Design Volume 27.00 cr Density Avg: 130.00 lbslcf WIC Ratio- 0.25 - 0.29 NVe. ' ASTM c 94 (1_6) 'The p;;rchaser shall ers:ire that ttE manufaUurer is provided Copies of all reports of Wts per`omed on concrete samples taken to deter"ne oomp!ianre with specification requirements. Reports shall be provided on a timely basis.' kCes Sand & Gravel does not aacnowledge test lab data that noes not conform to AS7. M standards. ' Concrete placed that e7rC---cs tie rnaximum desi;n Slump is at Cte risk of the gotttractor ane owner Remarks: For additional information of the mix_please contact Keith Nuhioh at 253-377-3462 Submitted by: Keith Muhich QC Manager LAFARG E Cement Test Report CEMENT Reference Cement Fineness by Air Permeability 414 (m2/kg; ASTM C204) Fineness by 45 µm (No. 325) Sieve 3.3 (% retain; ASTM C430) Compressive Strength (ASTM C109/C109 M) psi 7-day 4,790 28-day (previous month's data) 5,630 Actual Max Limit Total Alkalies (Na2O + 0.658 K20) 0.85 0.9 (%, ASTM C114) Silica Dioxide (S'02; ASTM C114) Ferric Oxide (Fe203; ASTM C114) Aluminum Oxide (A1203; ASTM C114) Calcium Oxide (CaO; ASTM C114) Sulfur Trioxide (S03; ASTM C114) Magnesium Oxide (MgO; ASTM C114) Potassium Oxide (K20; ASTM C114) Titanium Oxide (Ti02, ASTM C114) Loss on Ignition (L.O.I.; ASTM C114) Inorganic Process Addition 31.9 0.86 13.6 43 5 4.0 0.44 0.55 1.1 4.8 Mill Test Report Number: SEA_NEWCEM_FE1311 YEAR: 2011 MONTH: MARCH PLANT: Seattle CEMENT TYPE. Grade 100 NewCem Slag Fineness by Air Permeability 488 (m2/kg; ASTM C204) Fineness by 45 µm (No. 325) Sieve 2.5 (% retain; ASTM C430) Compressive Strength SAI Limit (ASTM C109/C109 M) p_s1 SAI Min 7-day 4,055 85 75 28-day (previous month) 6,410 114 95 Specific Gravity 2.89 (Mg/m3; ASTM C188) Actual Max Limit Air Content of Mortar 7.2 12 (%, ASTM C185) Sulfide Sulfur 0.7 2.5 (% S, ASTM C114) Sulfate Ion 3.3 4 (% as S03, ASTM C114) The ground granulated blast furnace slag complies with the current specification of the chemical physical requirement of ASTM C-989, AASHTO M-302 for grade 100 Ground Granulated Blast Furace Slag (GGBFS). Certified by: Daniel Waldron Qualitv Control Laboratory Supervisor April 11, 2011 BASF The Chemical Company Description TM 90 M B-AE MMB AE 90aentraining admixture is for use in Air -Entraining Admixture concrete mixtures. It meets the requirements of ASTM C 260, Features AASHTO M 154 and CRD-C 13. Ready -to -use in the proper concentration for rapid, accurate dispensing Applications Benefits Recommended for use in: Concrete exposed to ;1 Improved resistance to damage from cyclic freezing and thawing cyclic freezing and ■ Improved resistance to scaling from deicing salts thawing ■ Improved plasticity and workability Production of high -quality ■ Reduced permeability - increased watertightness normal or lightweight ■ Reduced segregation and bleeding concrete (heavyweight concrete normally does not Performance Characteristics contain entrained air) Concrete durability research has established that the best protection for concrete from the adverse effects of freezing and thawing cycles and deicing salts results from: proper air content in the hardened concrete, a suitable air -void system in terms of bubble size and spacing, and adequate concrete strength, assuming the use of sound aggregates and proper mixing, transporting, placing, consolidation, finishing and curing techniques. MB-AE 90 admixture can be used to obtain adequate freeze -thaw durability in a properly proportioned concrete mixture, if standard industry practices are followed. Air Content Determination: The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method" or ASTM C 173/C 173M, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method." The air content of lightweight concrete should only be determined using the Volumetric Method. The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, "Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1-1/2%, the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. Guidelines for Use Dosage: There is no standard dosage for MB-AE 90 admixture. The exact quantity of air -entraining admixture needed for a given air content of concrete varies because of differences in concrete -making materials and ambient conditions. Typical factors that might influence the amount of air entrained include: temperature, cementitious materials, sand gradation, sand -aggregate ratio, mixture proportions, slump, means of conveying and placement, consolidation and finishing technique. Master Builders Product Data: IMB-AET11 g0 The amount of MB-AE 90 admixture used will depend upon the amount of entrained air required under actual job conditions. In a trial mixture, use 1/4 to 4 fl oz/cwt (16-260 mL/100 kg) of cementitious material. Measure the air content of the trial mixture, and, if needed, either increase or decrease the quantity of MB-AE 90 admixture to obtain the desired air content. In mixtures containing water -reducing or set -control admixtures, the amount of MB-AE 90 admixture needed may be somewhat less than the amount required in plain concrete. Due to possible changes in the factors that can affect the dosage of MB-AE 90 admixture, frequent air content checks should be made during the course of the work. Adjustments to the dosage should be based on the amount of entrained air required in the mixture at the point of placement. If an unusually high or low dosage of MB-AE 90 admixture is required to obtain the desired air content, consult your BASF Construction Chemicals representative. In such cases, it may be necessary to determine that, in addition to a proper air content in the fresh concrete, a suitable air -void system is achieved in the hardened concrete. Dispensing and Mixing: Add MB-AE 90 admixture to the concrete mixture using a dispenser designed for air -entraining admixtures, or add manually using a suitable measuring device that ensures accuracy within plus or minus 3% of the required amount. For optimum, consistent performance, the air -entraining admixture should be dispensed on damp, fine aggregate. If the concrete mixture contains fine lightweight aggregate, field evaluations should be conducted to determine the best method to dispense the air -entraining admixture. Precaution In a 2005 publication from the Portland Cement Association (PCA R&D Serial No. 2789), it was reported that problematic air -void clustering that can potentially lead to above normal decreases in strength was found to coincide with late additions of water to air -entrained concretes. Late additions of water include the conventional practice of holding back water during batching for addition at the jobsite. Therefore, caution should be exercised with delayed additions of water to air -entrained concrete. Furthermore, an air content check should be performed after any post-batching addition to an air -entrained concrete mixture. Product Notes Corrosivity — Non -Chloride, Non -Corrosive: MB-AE 90 admixture will neither initiate nor promote corrosion of reinforcing and prestressing steel embedded in concrete, or of galvanized floor and roof systems. No calcium chloride or other chloride -based ingredients are used in the manufacture of this admixture. Compatibility: MB-AE 90 admixture may be used in combination with any BASF Construction Chemicals admixture, unless stated otherwise on the data sheet for the other product. When used in conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. Storage and Handling Storage Temperature: MB-AE 90 admixture should be stored and dispensed at 31 °F (-0.5 °C) or higher. Although freezing does not harm this product, precautions should be taken to protect it from freezing. If MB-AE 90 admixture freezes, thaw at 35 °F (2 °C) or above and completely reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MB-AE 90 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of MB- AE 90 admixture has been exceeded. Safety: Chemical goggles and gloves are recommended when transferring or handling this material. Packaging MB-AE 90 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: MB-AE 90 admixture. Additional Information For additional information on MB-AE 90 admixture, or its use in developing a concrete mixture with special peformance characteristics, contact your BASF Construction Chemicals representative. The Admixture Systems business of BASF Construction Chemicals is a leading provider of innovative additives for specialty concrete used in the ready mix, precast, manufactured concrete products, underground construction and paving markets throughout the NAFTA region. The Company's respected Master Builders brand products are used to improve the placing, pumping, finishing, appearance and performance characteristics of concrete. BASF Construction Chemicals, LLC Admixture Systems I\��� www.masterbuilders.com United States 23700 Chagrin Boulevard, Cleveland, Ohio 44122-5544 ■ Tel: 800 628-9990 Fax: 216 839-8821 IN Master i Canada 1800 Clark Boulevard, Brampton, Ontario L6T 4M7 ■ Tel: 800 387-5862 ■ Fax: 905 792-0651 Builders T""BASF Construction Chemicals, LLC 0 BASF Construction Chemicals: LLC 2007 IF Printed in USA 0 03/07 ■ UT p 1017027 National Ready Mixed Concrete Association IT(( Certificate of Conformance For Concrete Production Facilities NRMCA THAT THIS IS TO CERTIFY H Plant No. 201, Auburn, WA Miles Sand & Gravel Company has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures :i G. sA,-'-'t. of WAS-6" V� �4 �'�► � w Z wi �9r 4141b t Signature of Licensed Professional Engineer March 19, 2009 April 18, 2011 Inspection Date Certification Expiration Date This company will maintain these facilities in compliance with the Check List requirements and will correct promptly any deficiencies which develop. Signature of Company Official Title of Company Official NOTICE: The Check List indicates only that plant facilities are satisfactory for the production of concrete when properly operated. Conformance of the concrete itself with specification requirements must be verified by usual inspection methods in accordance with sales agreements. This certificate is issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the NRMCA Certification of Ready Mixed Concrete Production Facilities, QC3. Unauthorized reproduction or misuse of this certificate may result in legal action. Plant ID #: 800861 © 1965, 1992, 2001, 2002, 2006 Certification ID #: 10453 National Ready Mixed Concrete Association 900 Spring Street 9 Silver Spring 9 Maryland 20910 BASF The Chemical Company Description pp LYH E E D° 997 PolyHeed 997 admixture is a patented multi -component, Mid -Range Water -Reducing Admixture non -chloride, mid -range water - reducing admixture. PolyHeed Features 997 admixture meets ASTM C 494/C 494M requirements True mid -range water reduction (5-15%) and excellent performance across a wide for Type A, water -reducing, concrete slump range, especially the difficult slump range of 5-8 in. (125-200 mm) and Type F, high -range water- _ Superior workability, pumpability and finishability qualities even in concrete mixes reducing, admixtures. containing low amounts of cementitious materials Applications - Compressive and flexural strength performance increased at all ages Recommended for use in: C- Strength performance comparable to chloride -bearing, water -reducing admixtures at all ages Conventionally placed concrete mixes containing a Superior finishing characteristics for residential/commercial flatwork wide range of cements, and formed surfaces slag cement, Class C and Benefits F fly ashes, silica fume and aggregates Significantly reduced placement and finishing time resulting in lower in -place V Reinforced, precast, concrete costs prestressed, lightweight or Improved concrete durability to damage from freezing and thawing normal weight concrete and Increased service life of concrete structures pumped concrete • Residential/commercial Performance Characteristics flatwork and formed Mixture Data: 500 Ib/yd3 (295 kg/m3) of Type I cement; slump, 6-7 in. (150-180 mm); surfaces 5-6% air; concrete temperature 70 T (21 °C); ambient temperature, 70 T (21 ° C). ■ Rheodynamicl-" Self- Setting Time Performance t Consolidating Concrete Initial Set Difference ■ 4x4lm Concrete Mixture h:min h:min ■ Pervious Concrete Plain 6:01 - PolyHeed 997 admixture @ 5 fl oz/cwt (325 mU100 kg) 6:22 +0:21 10 fl oz/cwt (650 mU100 kg) 6:57 +0:56 15 fl oz/cwt (980 mU100 kg) 7:31 +1:30 Compressive Strength Performance 7-Day 28-Day Mixture psi MPa % psi MPa % Plain 2360 16.3 100 3320 22.9 100 PolyHeed 997 admixture @ 5 fl oz/cwt (325 mU100 kg) 3060 21.1 129 3930 27.1 118 10 fl oz/cwt (650 mU100 kg) 3740 25.8 158 4610 31.8 136 15 fl oz/cwt (980 mU100 kg) 4620 31.9 196 5460 37.7 165 'Note: The data shown are based on controlled laboratory tests. Reasonable variations from the results shown here maybe experienced as a result of differences in concrete making materials and jobsite conditions. Master Builders Product Data: ?OLYHEED° 997 Guidelines for Use Dosage: PolyHeed 997 admixture has a recommended dosage range of 3-15 fl oz /cwt (195-980 mL/100 kg) of cementitious material for most concrete mixes. As the dosage of PolyHeed 997 admixture increases to 15 fl oz/cwt (980 mUl00 kg) of cementitious materials, normal concrete setting characteristics are maintained and early and ultimate compressive strengths increase. BASF Construction Chemicals does not recommend the use of dosages outside the recommended range without trial testing. Consult your local BASF Construction Chemicals sales representative for assistance in determining the dosage for optimum performance. Product Notes Corrosivity - Non -Chloride, Non -Corrosive: PolyHeed 997 admixture will neither initiate nor promote corrosion of reinforcing or prestressing steel embedded in concrete, or of galvanized steel floor and roof systems. PolyHeed 997 admixture does not contain intentionally added calcium chloride or other chloride -based ingredients. Compatibility: PolyHeed 997 admixture may be used in combination with any BASF Construction Chemicals admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. Storage and Handling Storage Temperature: If PolyHeed 997 admixture freezes, thaw at 35 °F (2 °C) or above and completely reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: PolyHeed 997 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of PolyHeed 997 admixture has been exceeded. Packaging PolyHeed 997 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: PolyHeed 997 admixture. Additional Information For additional information on PolyHeed 997 admixture or its use in developing concrete mixtures with special performance characteristics, contact your BASF Construction Chemicals representative. The Admixture Systems business of BASF Construction Chemicals is a leading provider of innovative additives for specialty concrete used in the ready mix, precast, manufactured concrete products, underground construction and paving markets throughout the NAFTA region. The Company's respected Master Builders brand products are used to improve the placing, pumping, finishing, appearance and performance characteristics of concrete. BASF Construction Chemicals, LLC Admixture Systems www"masterbuilders.com Master NSEUnited States 23700 Chagrin Boulevard, Cleveland, Ohio 44122-5544 s Tel: 800 628-9990 ■ Fax: 216 839-8821 r Canada 1800 Clark Boulevard, Brampton, Ontario L6T 4M7 0 Tel: 800 387-5862 0 Fax: 905 792-0651 Builders ® Construction Research 8 Technology GMBH ' 0 BASF Construction Chemicals, LLC 2007 K Printed in USA [ 03/07 Q LIT a 1017014 • Tacoma I Pierce County Health Department Healthier. Safer. Smarter SOLID WASTE HANDLING PERMIT CONDITIONAL PERMIT #: �27-719 EXPIRATION DATE:._AQril_30, 0011 TYPE OF FACILITY: LANDFILL l I TRANSFER STATION [ ] RECYCLING [ ] BIOSOLIDS UTILIZATION [ 1 COMPOSTING I I INCINERATOR I I OTHER [ X I THIS CERTIFIES THAT Interwest Development NW Inc. _ ENGAGED IN THE BUSINESS OF . Inert Waste and Woodwaste Recycling IS PERMITTED IN ACCORDANCE WITH WAC 173-350 and RCW 70.95 A�" BY Anthony LJ Chen, MD, MPH, Director of Health THIS CERTIFICATE IS REVOCABLE FOR CAUSE AND IS NOT TRANSFERABLE il� "' 02,11-9 McDowell NW Pile King, Inc. PILE LOG Customer Name: KC Equipment Project/Job Name: Lake Washington Boulevard North Storm... Pan Abode building underpinning Job Address: Pan Abode, Renton WA Date Completed: 6/3/2011 See Attached Drawing 1 52.5' 21 41 61 ' 81 101 ' 2 57 ' 22 42 62 ' 82 102 ' 3 49 ' 23 43 63 83 103 ' 4 55.5 ' 24 44 64 84 104 ' 5 47 ' 25 45 65 85 105 ` 6 48.5 ' 26 46 66 86 106 ' 7 57 ' 27 47 67 87 107 ' 8 53 ' 28 48 68 88 108 ' 9 29 49 69 89 109 ' 10 30 S0 70 90 110 ' 11 31 51 71 91 111 ' 12 32 52 72 92 112 ' 13 33 ' 53 73 ' 93 113 ' 14 34 54 74 ' 94 114 ' 15 35 55 75 ' 95 115 ' 16 36 56 76 ' 96 116 ' 17 37 57 77 ' 97 117 ' 18 38 58 78 ' 98 118 ' 19 39 59 79 99 ' 119 ' 20 40 60 80 100 120 ' Pile Size/Grade: 3" galvanized sch. 40 All pile driven to refusal* *3 cycles of less than 1" in 10 seconds using a 850 FT/LB hammer TB-325 Installed by: James Williams TOTAL LF: 419.5 ' Note: pile # 1-4 utilized 1/2' - 12" x 12" brackets 12" wide. Pile # 5-8 utilized 1/2'- 12" x 12" brackets 6" wide. Two ea. 1/2" plates were attached to the South footing and brackets were welded to plates. PIN (PIPE) PILE FOUNDATIONS * RETAINING WALLS * MANTA RAY ANCHORS * HELICALS 18905 84TH Avenue S. * Kent, WA 98032 * (425) 2.51-8535 * Fax (425) 251-5940 Portland (503) 283-8920 Web: www.pileking.com Lave- Wa.5kivi,�� �. �i���. � . ;���m UJakp- lmprOtm elgq P;les ���alled -2 loll 8 7 i 3 W Steve Lee From: KC Equipment [kcequipment@gmail.com] Sent: Thursday, June 16, 2011 8:52 PM To: Steve Lee Subject: Extra Piling Length Attachments: KCE Pile King Job Report 6.16.2011.pdf Hi Steve, Please see the attached job report for Pile King. There was 119.5 additional piling footage at $20 per LF. Let me know if you have any questions. Thanks, Brett Franceschina 206-399-3687 I WATER MAIN IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED 2" CLOSE NIPPLE AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90' ELBOW CONCRETE BLOCKING TWO PIECE CAST IRON VALVE — EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. r� 2" RESILIENT SEATED 11 GATE VALVE, SCREWED 2" GALVANIZED PIPE 12" LONG 2" CLOSE NIPPLE BETWEEN CAP OR PLUG AND 2" 90' ELBOW 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B09D) GROUND LINE CONCRETE SIDEWALK 6" MAX. 7 2 1/2" NST (HOSE) q) AND 2 1/2" FNST CAP WITH GASKET T V c °- �O �� V INSTAL 4 MIL POLYETHYLENE — 18" MAX. °o'O�°o. �o�° PLASTIC COVER OVER WASHED l �°,°p O.Op p° 00Ora 00 GRAVEL. CUT HOLE FOR PIPE �o°oo 0 ooa-oo` 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION 2%2"x2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWTEEN TEE AND 90' ELBOW. 2" 90' ELBOW s PUBLIC WORKS 2" BLOW -OFF STD. PLAN - 340.1 DEPARTMENT PERMANENT ASSEMBLY MARCH 2O10