Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
r= of Area: 6319 sq ft Bldg Cov: 2180 sq ft otal impervious: 2700 •1g'tN 1 8 2Ci18 overage: 34 % / 42 % total Lu 1- 1-.- .t dryt'':4ro y irotor •.rule.) 0 Q Q LZ _ I r-C ,,.fit itiv$Ji L i e..D "v' .i::,RI G O Dr.inag. ..._ Q.'O Q 3€ .. �.... a I b •— i _ tl 4 Blit lone• ..•• .,m L'I ; i{. 1 61.(-0 1 " "& c 4 11 8 a 231 N ' i° Tree protection `., v 230 _ -�� -` _ - -IIIIIIIIIIIIIIIIIII- - -� 228__ - - - t _230_ a- 232Ci) -- 234 ��_ C rekryluCur ppadgvn KAM/RA 1,5'CAL . 28.51 SETBACK LINE q ® ® ® (TYP.) 0 Conus nuttdpt PACIFIC DOGWOOD 1.5'CAL Grand FP 'Cantilever op 5.00' (N -7 TYP. °O / ri 5.00' The project arborist has reviewed this plan and certifies - 2 p85 --el. TYP. . that the trees and tree protection are accurately . . represented;tree protection measures are equal to or 6' 1236 FFE greater than those on the approved tree protection plan, which remains applicable. 0 •C -Nr. 7p LL c 1' 234 GFEm Morgan Nolen,Project Arborist �■ l I ISA Board Certified Master Arborist,PN-6145B ® ■ 1 al TJ ISA Tree Risk Assessment Qualified EaO Date:January 18,2018 1 o SS D �� U O N I - - ��N L \ f13 ■ 1I. f13 •- - I Q o G N. 5 I / ® _____ '-,r ■4DB . 3.68' '7:7 R COUR P235 - - — N411 7.'zi I 0 0 10 20 40 PLOT PLAN NOTES: Iminimilmionimimmilimm�I I 1. BASED ON SURVEY INFORMATION RECEIVED ON 11-29-2017. 2. PLOT PLANS SUBJECT TO CHANGE BASED ON FINAL PLAT. 1 inch = 20 ft. 3. UTILITIES SHOWN BASED ON PRELIMINARY CONSTRUCTION PLAN. __,a CRAMP 1111.6 ANO: Riverside Homes, LLCgNilreater than Progress Landing N0399 17933 NW Evergreen Pkwy in a Beaverton,Oregon 97006 Engineering moo 503-645-0986 &Planning L 112014 SWY Redbeerr Courtl 1 3409 NW John 06en Place Hillsboro,OR 97124 Or 503 6014401 503 8014402-tat 1 RobertC, Plotted: Jan 05, 2018 - 11:58am, P:\N0399\dwg\Eng\Plat Plots\01-05-2018\N0399-Progress Landing 08.dwg 'MT �n- 0C Oc ";,01,.4 '‘,' .') '2,dbiz.v.. CA---. F .' r,' I Tree protection y o ? I m ID — T _ a __ Lot Area: 6319 sq ft m— o o 128.511 Bldg Cov: 2180 sq ft m>70 D o 233 SETBACK LINE Total impervious: 2700 —im m 1 1 "7-1 ) coverage: 34 % / 42 % total I la I TYP. 9 •+ I sHUa 1 235 CO,11;Ou n 4 4112.5- •'r.ur a.rvlwi II 235 Grand FP ����`� I ■ Cantilever °o Dxskrums ._..> 5.00' `N I ■ I`, 7 • TYP. I Silt a..w .... — ■ I� ■ t 2885 —1.-1 ! 5.00 ' In ■ IITYP. ■ 236 FFE I ■ I 4110 CercloVphylus,Npankxrn KATSURA 1.5'CAL 4P-10. I i I 0 I Comm nuttdlll PACi7C UOGYRIOU 7.ti"CAL 1 ■ 1 ® 234 GFE I The project arborist has reviewed this plan and certifies }1 ,:r;'-',- a• r a I I that the trees and tree protection are accurately ■ L. -1- a a I le I represented;tree protection measures are equal to or II 20.5 a \ ■1 greater than those on the approved tree protection ■ plan,which remains applicable. ® o 20.5 \, ® ■ O .441.0#04:61' 7 ��N. -31,17.„ f. �,� Ny ■ I Morgan Nolen,Project Arborist 5�09 ISA Board Certified Master Arborist,PN-61458 _ N II ISA Tree Risk Assessment Qualified ■ I �■ 3.68' Date:December 12,2017 ■ ��NORTH I ®: `-1 ■ oda- %::1:::;7 \� çREDBERR COURT - - — 7.42 20 0 10 20 40 A if 0iGAR approved/-yby Planning 1 inch = 20 ft. Date: - /fl/ fnitials: PLOT PLAN NOTES'.' 1. BASED ON SURVEY INFORMATION RECEIVED ON 11-29-2017. 2. PLOT PLANS SUBJECT TO CHANGE BASED ON FINAL PLAT. 3. UTILITIES SHOWN BASED ON PRELIMINARY CONSTRUCTION PLAN. ....— DRANK.K x6 NO, Riverside Homes, LLC t/ .ENGINEERS Progress Landing N0399 17933 NW Evergreen Pkwy Beaverton,Oregon 97006 III1,. Engineering Lot 08 503-645-0986 ,i4.' &Planning PRONG M° 1 3409 NW John Olsen Plaoe 112014 SW Redberry Court' O. Hillsboro,OR 97124 5038014401 5039014402-tea 1 RobertC, Plotted: Dec 01, 2017 — 12:53pm, P:\N0399\dwg\Eng\Plat Piots\11-30-2017\N0399—Progress Landing 08.dwg Albert Shields From: Albert Shields Sent: Thursday, December 21, 2017 5:44 PM To: 'Brett Groves' Subject: Progress Landing, MST2017-00503, -00504, -00505, -00506, -00507, -00508, -00509, -00510, Brett, all 8 of these applications need revision to show contour lines. Further, various conditions of approval under SUB2016-00006 need to be met and the plat recorded before we can issue these permits. Accordingly,they will all be on hold as Revisions Needed. Plan Review will continue.-Please let me know if you have any questions. Albert Shields Permit Coordinator City of Tigard Albert(a�tigard-or.gov 503-718-2426 1 Albert Shields From: Albert Shields Sent: Thursday,January 25, 2018 10:49 AM To: 'Brett Groves' Subject: RE: Progress Landing revised site plans Brett, we're still waiting on the recorded plat. But we still need revised plot plans for lots 1&3 re contour lines. Albert. From: Brett Groves [mailto:BGroves@riversidehome.corn] Sent:Thursday,January 18, 2018 12:25 PM To:Albert Shields<albert@tigard-or.gov> Subject: Progress Landing revised site plans Importance: High Albert, Here are the revised site plans with continuous topo lines across the lots as you requested. Let me know if you need anything else. Thanks, Brett Groves Production Manager 503-481-3138 1I amide Homes 17933 NW Evergreen Parkway,Suite 370 Beaverton, OR 97006 503-645-0986 office 1503-690-2942 fax ci 1 .711.1LT DATE: Sep 15,2017 ACS Testing,Inc OA'CRETE 7409 SW Tech Center Dr,Suite 145 OILSPAGE 1 OF: 1 Tigard,OR 97223 Phone:503-443-3799 Fax:503-620-2748 TESTI VG,I X( 503.443.3799 DAILY ASPHALT COMPACTION / IN PLACE SOIL DENSITY (NUCLEAR METHOD)Asphalt ASTM D2950/Soil Density ASTM D6938 AASHTO T310 RAPID SOIL SOLUTIONS PROGRESS LANDING 3915 SW PLUM STREET 12050 SW 135TH AVE PORTLAND,OR 97219-6018 TIGARD,OR 97223 Jurisdiction TIGARD Permit#: N/A INSPECTOR/CERT Luis Cortez ODOT#42838 ACS Job# 17-6962-24 WEATHER (— OVERCAST SUNNY ✓ T99 D6 (— RAIN SOIL TEST METHOD:❑ ❑ 98 01180 0D1557 AGG: r 3/4"-r 1-1/2"- OTHER: CPN r 8510 (— 8036 E 8022 r 8021 rx NATIVE TYPE: Brown Silty Clay r 8037 r 8658 r 8237 r 8511 r 7781 SUPPLIER: TROXLER 17 20646 r 38579 r 38580 r 30560 CONTRACTOR LCD ALL GAUGES CALIBRATED BY ODOT r C MIX r B MIX r LEVEL II r LEVEL III TEST MODE: ❑BACKSCA 1'1E,R ❑X DIRECT 8" DEPTH STANDARD COUNT: OPT.MOISTURE: 18.9 1) 2039 2) 666 RICE OR PROCTOR 10212 MAX.DRY DENSITY: 103.6 % OF DENSITY REQ. 95 TEST NO. LOCATION %MOIST. LIFT OR ELEV. DEPTH DENSITY.LBS %MAX DENSITY 1 Lot 5 16.4 EI:239.30 8" 105.0 101 2 Lot 6 17.8 El:239.70 8" 100.0 97 3 4 5 6 7 8 9 10 11 12 13 RESULTS GIVEN TO: Matt Bly with LCD COMMENTS: Native fill for lots 5&6.A proof roll passed with loaded water truck. Reviewed by: Date:Sep 18,2017 CC Mia Mahedy-Sexton DOUG E$ VEL Operations ACCREDITED DE./KB ACS-1064 / ACS Testing,Inc Page 1 of 1 7409 SW Tech Center Dr.,Suite 145 rt..U.T Tigard,OR 97223 Phone:503-443-3799 Fax:503-620-2748 '8=n+ctcr# DAILY SOILS REPORTAnti Job# 17-6962-24 T1.f71+6 1st 503.443.3799 Permit# n/a Date:Sep 18,2017 Mail To: Project RAPID SOIL SOLUTIONS PROGRESS LANDING 3915 SW PLUM STREET 12050 SW 135TH AVE PORTLAND,OR 97219-6018 TIGARD,OR 97223 Inspector: John Meyer#50256 Weather: Overcast Contractor: LCD Temperature: 52 Field Inspection: ACS representative arrived on-site to review and probe native soil around and inside footing on West side of project to contain cast in place walls for storm sewer.No deflection noted.Material appears to be tightly compacted despite wet conditions. Proof roll inaccessible due to depth of pit and dimensions. Results were given to/testing conducted for Roger Mern with LCD,on-site. Our reports pertain to the material tested or inspected only.Information contained herein is not to be reproduced except in full, without prior written authorization from this office. Reviewed ate: 9/19/2017 cc:Mia Mahedy-Sexton DE/KB Do Es nivel,VP •+ 1('S-It,b.: ACCREDITED • CAL?ORTLAND® 09/21/2017 CONCRETE STRUCTURES LIC PROJECT: PROGRESS LANDING The enclosed concrete mix designs are being submitted for use on the above project. All mix designs are designed based on specification information provided. These mix designs will be produced in conformance with applicable codes and specification and shall be tested in accordance with ASTM,AASHTO,ODOT and/or WSDOT procedures. ASTM C94 Section 4.6 states"...The purchaser shall ensure that the manufacturer is provided copies of all reports of tests performed on concrete samples...Reports shall be provided on a timely basis."In accordance with the specification,approval of these mix designs carries with it CalPortland's inclusion on the distribution list for all concrete test reports. ACI 301 16.7.4.3 states"to facilitate testing and inspection,the contractor shall provide and maintain for the sole use of the testing agency adequate facilities for safe storage and proper curing of concrete test specimens on the project site for the first 24 hours as required by ASTM C31." CalPortland does not guarantee field cured cylinders. Proper curing for early strength is the responsibility of the contractor. The cement used on this project will conform to ASTM C150,AASHTO M85,and are approved per ODOT and/or WSDOT Standard Specifications. Pozzolanic materials used on this project will conform to ASTM C618,AASHTO M295,and are approved per ODOT and/or WSDOT Standard Specifications. Ground Granulated Blast Furnace Slag used on this project will conform to ASTM C989,AASHTO M302,and are approved per ODOT and/or WSDOT Standard Specifications. Aggregates used on this project will conform to ASTM C33 and are approved per ODOT and/or WSDOT Standard Specifications. Air-entrainment used on this project will conform to ASTM C260 and are approved per ODOT and/or WSDOT Standard Specifications. All other chemical admixtures used on this project will conform to ASTM C494 and are approved per ODOT and/or WSDOT Standard Specifications. When ordering concrete,it is the customer's responsibility to order the approved mix number for the project and application. When ice,hot water,accelerator,retarder,or high-range water reducer is needed to meet project specifications,it is the contractor's responsibility and cost to order the proper materials. CalPortland mix designs(strength,slump,air,and unit weight)are based on testing at the truck discharge per ASTM standards. CalPortland will not be responsible for these plastic and hardened qualities due to pumping or other methods of conveying. If you have any questions please contact,Greg Hendrix at in our Technical Services Department. CALPDRTLAND® Concrete Design Submittal Summary 09/21/2017 To: CONCRETE STRUCTURES LLC RE: PROGRESS LANDING Thank you for the opportunity to provide materials for this project. The mixes chosen for this submittal were based on the documents provided by and conversations had with the requesting party. The mixes below have been included with this submittal for your review: Mix Use Slump Air W/CM 1443FS FOOTINGS&WALLS 6"+/-1" 1.5% 0.42 4000/4500 PSI WITH MR Concrete mix designs are submitted to meet project specifications. Acceptable material performance is based on proper testing and protection of concrete and concrete samples.Concrete mix design ingredients may be adjusted to maintain yield,consistency and performance. Similar materials,with proven performance, may be substituted at the supplier's discretion.Concrete will be batched in accordance with the applicable portions of the ASTM C94 standards unless otherwise agreed upon. Additional Project Submittal Information: Sincerely, Greg Hendrix ghendrix@calportland.com This submittal contains proprietary,confidential,and legally privileged information.Disclosure,copying,and distribution without express written permission are strictly prohibited. Newberg 2808 NE Wynooski Road Newberg,OR 97132 CALPORTLAND® Concrete Mix Submittal Submittal Information Mix information Submittal Name PROGRESS LANDING Mix ID 1443FS Date Submitted 09/21/2017 Mix Name 4000/4500 PSI WITH MR Customer CONCRETE STRUCTURES LLC Compressive Strength(ft) 4000 psi @ 28 Days Project Name PROGRESS LANDING Flexural Strength(Vs) Contract ID Aggregate Nominal Size 3/4"(19mm) Project Location Air Entrained El Use FOOTINGS&WALLS Mix Properties Slump 6"+/-1" Sack Content 6.66 94 lb/sack Total Mass 3975.8 lb Air 1.5% Total Water 31.17 gal Total Volume 27.00 ft3 W/CM Ratio 0.42 Water/Sack 4.68 gal Unit Weight 147.25 Ib/ft3 Specific Mass Volume Group Material Description Supplier Absorption Gravity lb ft3 Cement Portland Type I/II CALPORTLAND 3.15 532 2.707 CEMENT Additive Slag Ash Grove 2.89 94 0.521 DURA SLAG Aggregate Coarse Aggregate WINDSOR ISLAND 2.3 2.6 1850 11.403 3/4"-#4 ROUND ROCK\C-67 ROCK-#24-038-2 DRUW:105.6 Fine Aggregate WINDSOR ISLAND 3 2.54 1236 7.798 Concrete Sand ROCK-#24-038-2 DRUW:105.4 lb/ft3 Water Potable Water CITY OF NEWBERG 1 260 4.167 WATER-1 Admixture Water Reducer Mid Range GCP Applied 1 3.910 DARACEM 55 MRWR Technologies Dosage:60 fl oz/yd3 Air Air 0.405 Contact Greg Hendrix Email ghendrix@calportland.com d • Cli) CAL?ORTLANO Concrete Mix Evaluation Report ACI 318 Required Average Strength Mix ID 1443FS Number Of Tests 30 Mix Name 4000/4500 PSI WITH MR Average Strength 6169 psi Design Strength(f'c) 4000 psi @ 28 Days St Dev 586 psi Required Strength(f'cr) 4870 psi @ 28 Days Comp Acceptance Temp Air Strength Strength Moving (Concrete) Slump Content (7-Day) (28-Day)Average Test Date Mix Laboratory (°F) (in) (%) (psi) (psi) (psi) 12/07/2016 1443FS Carlson Testing 68 5 1.8 4330 6420 Lab 12/07/2016 1443FS CP 80 7.5 2 4750 6480 12/07/2016 1443FS CP 81 6.75 2.1 4290 6190 6363 12/08/2016 1443FS Carlson Testing 49 6 1.3 5010 5920 6197 Lab 12/08/2016 1443FS Carlson Testing 49 8 1 4540 5250 5787 Lab 12/13/2016 1443FS Carlson Testing 77 6.75 1.4 3810 6200 5790 Lab 12/13/2016 1443FS Carlson Testing 73 6.75 1.5 4140 6460 5970 Lab 12/15/2016 1443FS Carlson Testing 65 6 1.6 4690 5910 6190 Lab 12/16/2016 1443FS Carlson Testing 65 6.75 1.3 4210 6490 6287 Lab 12/21/2016 1443FS Carlson Testing 69 6 1.5 3610 5660 6020 Lab 12/27/2016 1443FS Carlson Testing 73 6 1.8 3830 5480 5877 Lab 12/28/2016 1443FS Carlson Testing 73 6 2.2 5430 6880 6007 Lab 12/29/2016 1443FS Carlson Testing 65 6.5 1.3 4520 6380 6247 Lab 01/09/2017 1443FS Carlson Testing 57 6 1.8 4930 7580 6947 Lab 02/17/2017 1443FS Carlson Testing 66 6.25 2.3 4330 5870 6610 Lab 02/20/2017 1443FS Carlson Testing 52 6.75 1.6 4890 6600 6683 Lab 02/22/2017 1443FS Carlson Testing 64 4.5 1.3 4350 6300 6257 Lab 02/23/2017 1443FS Mayes Testing Lab 66 4.5 4860 7480 6793 02/27/2017 1443FS Mayes Testing Lab 63 6.25 4050 6140 6640 02/28/2017 1443FS Carlson Testing 69 5 1.6 3740 6450 6690 Lab 03/04/2017 1443FS Carlson Testing 58 6.5 3 5590 6060 Lab 03/04/2017 1443FS Carlson Testing 66 5.25 2.8 5800 5947 Lab 03/06/2017 1443FS Mayes Testing Lab 58 4.75 4640 6700 6030 04/04/2017 1443FS Carlson Testing 60 7 1.9 4540 6290 6263 Lab 04/25/2017 1443FS Carlson Testing 68 6 1.3 4520 6490 6493 Lab 04/25/2017 1443FS Mayes Testing Lab 66 6.5 5 3970 5230 6003 05/01/2017 1443FS Carlson Testing 65 4.75 1.9 4330 5540 5753 Lab 05/05/2017 1443FS Carlson Testing 70 5 1.8 4180 6090 5620 CAL?.ORTLAND® Concrete Mix Evaluation Report ACI 318 Required Average Strength Mix ID 1443FS Number Of Tests 30 Mix Name 4000/4500 PSI WITH MR Average Strength 6169 psi Design Strength(f'c) 4000 psi @ 28 Days St Dev 586 psi Required Strength(f'cr) 4870 psi @ 28 Days Comp Acceptance Temp Air Strength Strength Moving (Concrete) Slump Content (7-Day) (28-Day)Average Test Date Mix Laboratory (°F) (in) (%) (psi) (psi) (psi) Lab 05/19/2017 1443FS Mayes Testing Lab 55 5.5 1.5 3940 6090 5907 07/19/2017 1443FS Carlson Testing 82 6.25 1.7 3530 5110 5763 Lab CAL?ORTLAND® Combined Aggregate Blend Report Mix ID 1443FS Nominal Max Size 3/4"(19mm) Mix Name 4000/4500 PSI WITH MR Aggregate Volume 19.2 Design Strength(f'c) 4000 psi @ 28 Days Coarse Aggregate% 59.4 Fine Aggregate% 40.6 %Passing Gradations Aggregate Type Coarse Fine %Contribution 59.4 40.6 3/4"-#4 ROUND Sieve/Test Spec Result ROCK 1 C-67 Concrete Sand 1"(25mm) 100.0 100.0 100.0 3/4"(19mm) 97.6 96.0 100.0 1/2"(12.5mm) 66.7 44.0 100.0 3/8"(9.5mm) 53.6 22.0 99.9 #4(4.75mm) 40.7 1.0 98.7 #8(2.36mm) 31.8 0.1 78.2 #16(1.18mm) 26.1 0.1 64.1 #30(0.6mm) 20.9 0.1 51.2 #50(0.3mm) 10.0 0.1 24.4 #100(0.15mm) 2.1 0.1 5.1 #200(75pm) 0.51 0.10 1.10 Pan 0.00 0.00 0.00 100- : 80 co 80- . t FS c w a 40 aR 20 0 ` 1 . . I . . . r, l 11 . i 1. i . . .1. I I' Sieve Op ening(mm) DUXES):0.30 D30:1.89 1)50:7.82 D60:10.85 D15/D85:0.03 Cu:36.11 Cc: 1.10 C111 1050 N River St CA. LPORTLAND Portland,OR 97227 Ph#503 335-2600 Certificate of Analysis F#503 331-3700 Source: Ssangyong,So Korea We hearby certify that CalPortland(Lot#17-196)Type VII Low Alkali cement meets the standard requirements of ASTM C 150 for Type I and Type II low alkali cement.Additionally CalPortland Type VII Low Alkali cement meets the requirements of AASHTO M-85 for Type VII cement. Following are the chemical and physical testing results of this cement. ASTM C-150 Requirements Chemical Requirements Additional Lot# 17-196 Champion Bay Type I Type II Results Data Requirements Requirements Limestone Silicon dioxide(Si02) --- --- 19.7 7.8 Aluminum oxide(A1203),max.% --- 6.0 4.8 3.1 Ferric oxide(Fe203),max.% --- 6.0 3.4 1.4 Calcium Oxide(CaO) --- --- 63.2 46.1 Magnesium oxide(MgO),max.% 6.0 6.0 2.5 3 Sulfur trioxide(S03),max.% 3.0 3.0 3.8 0.0 Loss on ignition,max.% 3.5 3.5 1.7 Insoluble residue,max.% 1.5 1.5 0.33 Base Alkalies(Na20+0.658 K20),max.% 0.60 0.60 0.55 Cement Tricalcium silicate(C3S)% --- --- 60 62 Dicalcium Silicate(C2S)% --- --- 10 11 Tricalcium aluminate(C3A),max.% --- 8 7 7 Tetracalcium aluminoferrite(C4AF) % --- --- 10 11 %CO2 --- --- 1.1 %CaCO3 in limestone min. 70 70 86 %Limestone max. 5.0 5.0 2.8 Physical Requirements Air content of mortar,max.% 12 12 8 Passing 45 um(#325)sieve% --- --- 97 Blaine Fineness,min m2/kg 260 260 408 Autoclave expansion,max.% 0.80 0.80 0.02 Compressive strength psi,Mpa,min. 1 Day psi --- --- 2480 psi MPa --- --- 17.1 MPa 3 Day psi 1740 1450 4175 psi MPa 12 10 28.8 MPa 7 Day psi 2760 2470 5015 psi MPa 19 17 34.6 MPa 28 Day psi --- --- 6380 psi MPa --- --- 44.0 MPa Vicat set in minutes 45 to 375 45 to 375 130 *C-1038 expansion limit if S03>3.0% 0.020% 0.010 Date July 18,2017 • Director of Tec al Services Pacific NW and Canada Cement Division • ASH GROVE Location Portland Slag Product Dura Slag Date 8-Feb-17 Certification No. Slag 4-16 STANDARD REQUIREMENTS ASTM C989&AASHTO M302 CHEMICAL PHYSICAL Spec. Test Spec. Test Item Limit Result Item Limit Result Slag Slag Sulfide sulfur as S(%) 2.5 max 1.12 %Retained 325 mesh 20 max 2.9 Blaine fineness(m2/kg) A 415 Air Content of Slag Mortar(%) 12 max 4.1 Specific Gravity A 2.89 Reference Cement Reference Cement Total Alkalies(%) 0.60 min 0.77 %Passing 325 mesh A 92.0 0.90 max Blaine fineness(m2/kg) A 361 Potential(%) Compressive strength MPa(PSI) min: C3S A 60 7 Days A 33.3(4830) C2S A 12 28 Days 35(5000) 41.6(6030) C3A A 7 C4AF A 8 50-50 Blend of Slag and Reference Cement C4AF+2(C3A) A 22 Compressive strength MPa(PSI) min: C3S+4.75(C3A) A 93 7 Days A 29.2(4230) 28 Days A 49.7(7210) Slag Activity Index Grade 120 min: Average of Last 5 Samples 7 Days A 88 Any Individual Sample 7 Days A 86 Average of Last 5 Samples 28 Days 115 120 Any Individual Sample 28 Days 110 116 ANot applicable The Ground Granulated Blast-Fumace Slag meets the chemical and physical requirements of the ASTM C989/C989M-14 and AASHTO M 302-13 specifications for Grade 120. Signature: Title: Chief Chemist Edward C.Rafacz 3801 E Marginal Way S,Seattle,WA 98134; Ph:(206)623-5596; Fax:(206)623-5355 PRODUCT DATA SHEET y1 gcp applied technologies DARACEM® 55 Mid-range water-reducing admixture ASTM C494 Type A and F Product Description Daracem' 55 is a mid-range water reducer specifically formulated to produce concretes with dramatically enhanced finishing characteristics and normal setting times. Effective through a wide addition rate range, Daracem 55 combines the benefits of normal and high-range water reducers allowing for the ultimate control of the concretes placing and finishing properties. Daracem 55 is an aqueous solution of complex organic compounds, each of which contributes uniquely to the concretes final properties. It contains both patented dispersing and finishability agents that provide performance superior to conventional water-reducing products. Daracem 55 is also formulated with a catalyst which promotes more complete hydration of Portland cement to assure superior strength performance. It is manufactured under rigid controls which provide uniform, predictable performance. Daracem 55 contains no calcium chloride. Daracem 55 is supplied as a dark brown, low viscosity liquid, weighing approximately 10.7 lbs/gal (1.28 kg/L). Uses production at higher slumps with better water retention and internal cohesiveness, providing a less "sticky" concrete with Daracem' 55 produces a concrete with lower water content, improved placement properties.Formulated with proven finishing improved placement properties and enhanced finishability.It yields enhancing components, Daracem 55 controls bleeding while a less permeable and more durable concrete. Daracem 55 is used bringing the mortar to the surface.Finishers have stated that the in ready-mix,job site and concrete paving plants for normal and concrete has improved trowelability.The influence of Daracem 55 lightweight concrete, in block and precast. It imparts a"slickness" on the finishability of lean mixes has been particularly noticeable. to the surface of the concrete making it most appropriate for Floating and troweling, by machine or by hand, easily imparts a concrete flatwork as well as slip form work. Daracem 55 is also smooth,close tolerance surface with less machine time and labor. particularly effective in lean or fly ash and slag compensated mixes. •Neutral setting times Formulated with a set control agent,Daracem 55 provides normal Advantages setting characteristics throughout its addition rate range. This Daracem 55 offers significant advantages over conventional water allows for increased water reduction and increased slump without reducers.Field work has consistently demonstrated: significantly extended setting times. It also allows the flexibility to vary addition based on specific job and weather requirements. • Ultimate workability and finishability The exceptional water-reducing capabilities allow for concrete 'Superior strength performance The water reduction properties, up to 12%, and dispersion characteristics allow the production of lower water to cement ratio concretes and more complete hydration. The combined Product Advantages effect is increased compressive and flexural strengths at all ages. • Ultimate workability and finishability Addition Rates • Neutral setting times • Superior strength performance The addition rate range of Daracem 55 is 3 to 15 fl oz/100 lbs (190 to 980 mL/100 kg)of cement.Typically excellent results are achieved between 5 to 7 fl oz/100 lbs (325 to 460 mL/100 kg) of cement. Optimum addition depends on the other concrete mixture components, job conditions and desired performance characteristics. Compatibility with Other Admixtures and Dispensing Equipment Batch Sequencing A complete line of accurate, automatic dispensing equipment is Daracem 55 is compatible with most GCP admixtures as long as available. Daracem 55 may be added to the concrete mix on the they are added separately to the concrete mix. In general, it is sand or in the batch water. recommended that Daracem 55 be added to the concrete mix near the beginning of the batch sequence but after the cement and water Specifications are combined for optimum performance.Different sequencing may be used if local testing shows better performance.Please see GCP Concrete shall be designed in accordance with Standard Technical Bulletin TB-0110, Admixture Dispenser Discharge Line Recommended Practice for Selecting Proportions for Concrete,ACI Location and Sequencing for Concrete Batching Operations for 211. further recommendations. The water-reducing admixture shall be a mid-range water-reducing Pretesting of the concrete mix should be performed before admixture such as Daracem 55 as manufactured by GCP Applied use, as conditions and materials change in order to ensure Technologies, or its equivalent. The admixture shall not contain compatibility, and to optimize dosage rates, addition times in the calcium chloride. It meets the requirements of Specification for batch sequencing and concrete performance. For concrete that Chemical Admixtures for Concrete ASTM Designation C494 as a requires air entrainment,the use of an ASTM C260 air-entraining Type A and Type F admixture. Certification of compliance shall be agent(such as Daravair°or Darex°product lines)is recommended made available on request.The admixture shall be considered part to provide suitable air void parameters for freeze-thaw resistance. of the total mixing water. The admixture shall be delivered as a ready-to-use liquid product Packaging & Handling and shall require no mixing at the batching plant or job site. Daracem 55 is available in bulk, delivered in metered tank trucks and drums. Daracem 55 contains no flammable ingredients. It will freeze at approximately 15°F (-9°C) but will return to full strength after thawing and thorough mechanical agitation. gcpat.com ( North America Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate,and is offered for consideration,investigation and verification by the user,but we do not warrant the results to be obtained.Please read all statements,recommendations,and suggestions in conjunction with our conditions of sale,which apply to all goods supplied by us.No statement, recommendation,or suggestion is intended for any use that would infringe any patent,copyright,or other third party right. Daracem,Daravair and Darex are trademarks,which may be registered in the United States and/or other countries,of GCP Applied Technologies Inc.This trademark list has been compiled using available published information as of the publication date and may not accurately reflect current trademark ownership or status. ©Copyright 2016 GCP Applied Technologies Inc.All rights reserved. GCP Applied Technologies Inc.,62 Whittemore Avenue,Cambridge,MA 02140 USA. In Canada,294 Clements Road,West,Ajax,Ontario,Canada L1S 3C6. GCP0083 DW-12-1216 gcp applied technologies • r 7409 SW Tech Center Dr.Ste.145 all=r,Yt..,rr Tigard,OR.97223 Ph:503-443-3799 Fax:503-620-2748 ow; 503.443.3799 REPORT OF CONCRETE CYLINDER TEST Project Number: 17-6962-24 Report Number: c8135 Project: PROGRESS LANDING Client: RAPID SOIL SOLUTIONS Address: 12050 SW 135TH AVE TIGARD, OR 97223 Attn: MIA MAHEDY—SEXTON FIELD TEST CONDITIONS AND RESULTS (ASTM C 31) Date Placed: 9/25/2017 Time Sampled: 2:30 PM Location of Sample: FOOTINGS / RETAINING WALLS AT STORM WATER RETENSION POND Supplier: CAL PORTLAND Truck Number: 7235 Ticket Number: 1263907 Mix Number: 1443Fs • Design Strength: 3000 psi Time Batched: 1:30 PM Time Placed: Batch Size: 9.5 yds. Slump: 4.5 in. (ASTM C 143) Air Content: 1.6 % (ASTM C 173) Concrete Temp: 73 °F Ambient Temp: 63 °F Water Added: 5 GALLONS gal. Technician:G CRAIN LABORATORY TEST RESULTS (ASTM C 39) Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 10/2/2017 7 58720 4.00 12.57 4670 156% 4 B 10/23/2017 28 4.00 12.57 C 10/23/2017 28 4.00 12.57 D 10/23/2017 28 4.00 12.57 E=HOLD 0 4.00 12.57 Remarks: TYPES OF FRACTURE ' rcurr` Type t Typal Type 3 Copies to: MIA MAHEDY-SEXTON Type 1 Typs S Type S Reported by: ACS Testing,Inc 7409 SW Tech Center Dr Suite 145 MALT ^ Tigard,OR 97223 4VU%CRETE Phone:503-443-3799 Fax:503-620-2748 OILS DAILY FIELD REPORT FOR STRUCTURAL MASONRY/CONCRETE TECSIN:,/N4' 503.443.3799 Permit:# N/A RAPID SOIL SOLUTIONS Date: Sep 25,2017 PROGRESS LANDING SUBDIVISION 3915 SW PLUM STREET 12050SW 135TH AVE PORTLAND,OR 97219-6018 IS THIS A RE-INSPECTIONTIGARD,OR OYES ❑NO Inspector Greg Crain OBOA#856 ACS Job# 17-6962-24 Rebar Concrete 15<1 Masonry I I I JI High Lift ❑ Low Lift ❑ CONTINUOUS PERIODIC C Only ` ' YES NO N/A ❑Spread Footings 0✓ Walls ❑CMU Reviewed prior inspection Q ❑ ❑ a Running Footings Columns CDF reports ❑ Clean Outs Provided ❑ ❑ 0 ❑Slab ❑Tilt Panels ❑Pilaster Approved Plans 0 ❑ ❑ ❑Post Tension ❑Grade Beam ❑Other:See Below Previous Non Compliance 0 ❑ Yds.Placed <50 Supplier: CAL PORTLAND Items Inspected Embeds Per Plans ❑ ❑ 0 Mix Design(s) 1443 FS Req. Strength(s) 3000 Approved Mix Design 0 ❑ ❑ #Sets Cast 1 #Specimens 5 Reinforcing Per Plans Q ❑ ❑ CYL.CAST GROUT MORTAR PRISM Concrete/Grout Vibrated 0 ❑ ❑ 04X8 ❑Cubes ❑Cubes ❑Grouted ❑6X12 ❑Prisms ❑Prisms ❑Hollow Foreman Notified of NCR Items ❑ ❑ Method of Placement Soils Have Been Approved Q ❑ ❑ 0 PUMP ❑CHUTE ❑WHEEL BARROW ❑BUCKET Completed Work Complies 0 El RFI with Specifications RFI#'(s) RFI ISSUE DATE 0 Holdowns ❑ CIP Anchors ❑ ❑ ✓❑ Contractor DLC EXCAVATING/CONCRETE STRUCTURES Inspection &Locations: ACS Representative arrived on site to monitor/sample concrete placement at footings/retaining walls(monolithic)for stormwater retention pond. Note;wall/footing reinforcement previously inspected/partially approved by ACS(Jerry Frampton). Follow up inspection this date to verify completion of rebar reinforcement per plan sheet-11 and Details/Schedules sheet-29(Revision 3). Reviewed 11.-A1 tux F Date: 9/26/2017 cc: ssiAW Bob Brown,President '1 ACS-1147 ACCREDITED INAI.Y 7409 SW Tech Center Dr.Ste. 145 0/41 Tigard,OR.97223 TEAM I./PC' 503.443.3799 Ph:503-443-3799 Fax:503-620-2748 RAPID SOIL SOLUTIONS 3915 SW PLUM STREET PORTLAND,OR 97219-6018 PROJECT: PROGRESS LANDING JOB NO: 17-6962-24 LOCATION: N/A WORK ORDER NO: MATERIAL: . 3/4-0 LAB NO: 10223 SAMPLE SOURCE: Baker Rock SAMPLE DATE: 9/11/2017 MOISTURE-DENSITY RELATIONS OF SOILS USING A 5.5Ib RAMMER AND A 12in DROP(ASTM D698C) English Metric (pcf) (kg!cu.m.) Maximum dry density: 126.6 Optimum moisture(%): 6.8 130 129 128 127 ..= 126 0. 125 Z. 124 c 123 m G 122 7 ,....................s.....s,.%Ns...* a 121 120 119 118 4 5 6 7 8 9 10 Moisture(%) NOTES: Reviewed by: .yam G ESQUIVEL,VP OPERATIONS • DECs rnu.r 7409 SW Tech Center Dr.Ste. 145 Tigard,OR.97223 503.443.3799 Ph:503-443-3799 Fax:503-620-2748 RAPID SOIL SOLUTIONS 3915 SW PLUM STREET PORTLAND,OR 97219-6018 PROJECT: PROGRESS LANDING JOB NO: 17-6962-24 LOCATION: N/A WORK ORDER NO: MATERIAL: . 3/4-0 LAB NO: 10223 SAMPLE SOURCE: Baker Rock SAMPLE DATE: 9/11/2017 MOISTURE-DENSITY RELATIONS OF SOILS USING A 5.51b RAMMER AND A 12in DROP(ASTM D698C) English Metric (pcf) (kg!cu.m.) Maximum dry density: 126.6 Optimum moisture(%): 6.8 130 129 128 127 126 c. 125 Z. 124 c 123 0 122 0 121 120 119 118 4 5 6 7 8 9 10 Moisture(%) NOTES: Reviewed by: y, 444� G ESQUIVEL,VP OPERATIONS DE/js $PNAGT Page 1 of 1 ACS Testing,Inc 7409 SW Tech Center Drive IIII="NCBBTt. DAILY SOILS REPORT Suite 145 OILS Tigard,OR 97223 TGSTIAG,1,+'f' Phone:503-443-3799 503.443.3799 Date: Oct 3, 2017 Fax:503-620-2748 Mail To: Project: RAPID SOIL SOLUTIONS Job# 17-6962-24 PROGRESS LANDING 3915 SW PLUM STREET Permit# 12050 SW 135TH AVE PORTLAND, OR 97219-6018 TIGARD, OR 97223 Weather: Sunny Temperature: 65 Inspector: Michelle Chacon ODOT#49380 Contractor: LCD Field Inspection: ACS representative arrived on site for proofroll on subgrade for"A" Street. Entire street was proofrolled with a fully loaded dump truck.No deflection was noted. Results given to Robert Jones with LCD. Photo Comments: Photo Comments: - i., mt,Ii Our reports pertain to the material tested or inspected only. Information contained herein is not to be reproduced except in full, without prior written authorization from this office. Reviewed cc: Date 10-04-2017 Doug squivel,VP DE/MC `�.,_." OCT 0 3 2017 ACS-1142 ACCREDITED FPI(.I1.T DATE: Oct 10,2017 ACS Testing,Inc 4111=ONC RETE 7409 SW Tech Center Dr,Suite 145 PAGE 1 OF: 1 Tigard,OR 97223 OILS Phone:503-443-3799 Fax:503-620-2748 Tesrrsc.IV( 503.443.3799 DAILY ASPHALT COMPACTION / IN PLACE SOIL DENSITY (NUCLEAR METHOD)Asphalt ASTM D2950 J Soil Density ASTM D6938 AASHTO T310 RAPID SOIL SOLUTIONS PROGRESS LANDING 3915 SW PLUM STREET 12050 SW 135TH AVE PORTLAND,OR 97219-6018 TIGARD,OR 97223 Jurisdiction City of Beaverton Permit#: N/A INSPECTOR/CERT Cameron Ingersoll ODOT#49382 ACS Job# 17-6962-24 WEATHER17 OVERCAST 1— SUNNY E RAIN SOIL TEST METHOD: T99 013698 01180 0D1557 AGG: (""" 3/4"-r 1-1/2"- OTHER: CPN r 8510 1— 8036 1— 8022 1— 8021 IR NATIVE TYPE: brown silt (— 8037 (— 8658 1— 8237 1— 8511 1— 7781 SUPPLIER: existing TROXLER r 20646(7 38579 1— 38580 r 30560 CONTRACTOR LCD ALL GAUGES CALIBRATED BY ODOT (— C MIX 1— B MIX 1— LEVEL II 1— LEVEL III STANDARD COUNT: TEST MODE: ❑BACKSCATTER ElDIRECT 8" DEPTH 1) 650 2) 2240 OPT.MOISTURE: 19.0 RICE OR PROCTOR 10212 MAX.DRY DENSITY: 103.6 % OF DENSITY REQ. 95 TEST NO. LOCATION %MOIST. LIFT OR ELEV. DEPTH DENSITY.LBS %MAX DENSITY Lot 9 1 13.5 El: 231.00 8" 108.6 105 2 Access road 14.7 El: 227.60 8" 106.8 103 3 4 5 6 7 8 9 10 11 12 13 RESULTS GIVEN TO: Robert with LCD. COMMENTS: Tests taken on existing native for lot fills. CC Mia Mahedy-Sexton Reviewed by. Date.Oct 10,2017 ur. DOUG SQUIV /VP Operations ACCREDITED DE/MC SrH4LT DATE: 10-11-2017 ACS Testing,Inc t=ONCRETE 7409 SW Tech Center Dr,Suite 145 PAGE 1 OF: 1 Tigard,OR 97223 OILS Phone:503-443-3799 Fax:503-620-2748 TESTING.INC 503.443.3799 DAILY ASPHALT COMPACTION / IN PLACE SOIL DENSITY (NUCLEAR METHOD)Asphalt ASTM D2950/Soil Density ASTM D6938 AASHTO T310 RAPID SOIL SOLUTIONS PROGRESS LANDING 3915 SW PLUM STREET 12050 SW 135TH AVE PORTLAND,OR 97219-6018 TIGARD,OR 97223 Jurisdiction City of Tigard Permit#: INSPECTOR/CERT Reed De _ - Degagne ACS Job # 17 6962 24 WEATHER r OVERCAST r SUNNY 17 RAIN SOIL TEST METHOD: El T99 [✓D698 ❑T180 DD1557 AGG: 17 3/4"-r 1-1/2"- OTHER: CPN r 8510 r 8036 r 8022 r 8021 r NATIVE TYPE: r 8037 r 8658 1 8237 r 8511 r 7781 SUPPLIER: Baker Rock TROXLER 17 20646 r 38579 r 38580 r 30560 CONTRACTOR Lamphere ALL GAUGES CALIBRATED BY ODOT r' C MIX r B MIX r LEVEL II r LEVEL III TEST MODE: ❑BACKSCA 1 FER DIRECT g.. DEPTH STANDARD COUNT: OPT.MOISTURE: 6.8 1) 612 2) 2126 RICE OR PROCTOR 10223 MAX.DRY DENSITY: 126.6 % OF DENSITY REQ. 95 TEST NO. LOCATION %MOIST. LIFT OR ELEV. DEPTH DENSITY.LBS %MAX DENSITY 1 First driveway back 100 yards 6.2 am visit 8" 106.5 84 2 First driveway back 100 yards 6.8 pm visit 8" 101.8 88 3 4 5 6 7 8 9 10 11 12 13 RESULTS GIVEN TO: Fernando Paz COMMENTS: Contractor aware of results. cc Reviewed by: Date: 10-11-2017 DOU SQUIVEL/VP Operations ACCREDITED DE/KP ,,,A,,, 7409 SW Tech Center Dr.Ste. 135 Tigard,OR.97223 41=pY,erre Ph:503-443-3799 Fax:503-620-2748 toms 7k?TT�l:,f.Yf 503.443.3799 REPORT OF CONCRETE CYLINDER TEST Project Number: 17-6962-24 Report Number: c8135 Project: PROGRESS LANDING Client: RAPID SOIL SOLUTIONS Address: 12050 SW 135TH AVE TIGARD, OR 97223 Attn: MIA MAHEDY-SEXTON FIELD TEST CONDITIONS AND RESULTS (ASTM C 31) Date Placed: 9/25/2017 Time Sampled: 2:30 PM Location of Sample: FOOTINGS / RETAINING WALLS AT STORM WATER RETENSION POND Supplier: CAL PORTLAND Truck Number: 7235 Ticket Number: 1263907 Mix Number: 1443FS Design Strength: 3000 psi Time Batched: 1:30 PM Time Placed: Batch Size: 9.5 yds. Slump: 4.5 in. (ASTM C 143) Air Content: 1.6 % (ASTM C 173) Concrete Temp: 73 °F Ambient Temp: 63 °F Water Added: 5 GALLONS gal. Technician: G CRAIN LABORATORY TEST RESULTS (ASTM C 39) Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 10/2/2017 7 58720 4.00 12.57 4670 156% 4 B 10/23/2017 28 69000 4.00 12.57 5490 183% 3 C 10/23/2017 28 70690 4.00 12.57 5630 188% 3 D 10/23/2017 28 67280 4.00 12.57 5350 178% 3 E=HOLD 0 4.00 12.57 Remarks: TYPES OF FRACTURE XX / A Type 1 Type 2 Type 3 Copies to: MIA MAHEDY-SEXTON Typee Types Type6 Reported by: V• ACCREDITED y, FIELD MEMO Project: Progress Landing Date: 11/8/17 Location: Tigard, OR Developer: Riverside Homes Permit#: PFI2017- 00034 Rapid Soil Solutions (RSS)has reviewed the drawings shown below and finds there is an error in the asphalt section. There shown be just 3in of AC. The extra '/"of elevation will be added to the 3/4"minus rock section to make sure all the grades work out on site. Taken from sht. 3/29 of contract drawings ( _ `j 25' �P.U.[ `I I P.UE. 5.0' 5.0' 14' 14' 5.0' 5.0' ' 0.5' �9 .,„ 5%'AP 2.0 ' I g-. 2.0' TfR 90EW�L1( 0.5' .. ir Of 1a CUTTOA CURB &Odn1ER i • /\�V;/,./i r�if\\ii i\\ii 3 ?4;`,VAA//r/ri/\\f!\•`' 3-,/�7',�1Et41 1.AC.CW' '' FOR MOT MFATHER CONSnpl�Cnd1 co AN ADINTION�IL i' TO 42R CP AASHTO T-209 CF i Fj'-0 RASF 9001 TO*40!4Y ROAD SEC1ION. Co.3 4'-0'CRU511FD MOFJI. 0E0'CS1IK'AL E(CI IMF RE9GNNEND 100 ODIAON A-0"TO*WI*449410 T-1.0 OF NI$AF1 30NC CECCIWKE FAME FOR AMMO Y 1-T/2"-0'MSE ROCK, EFA/AL) RESULTS00�PROOF ROLL CCMpAC1ED 10 95R OF PASHTO 7-T00 STREET A TYPICAL SECTION NTS 20' I 8. 1 10' 10 3' r r3' -I Y iv 2' SMOLDER 1 ORM_1.009 1001E f SEE SHEET ,,,,!!/ 5;a°s a 5 f r.:A..s.Mil 11&14 \\\\\\\\\ \\\ \\\ .\\\\\\\\\ !/ff//l///////f//iii! \\\\�///-'s: /��\f/�//`7 `,` •A( /'fit 3-1/2:LEVEL 2.AC.MW '.\ �\ .J/O4J/,f�\f/`\//,\`\/e..,/,,' 10 92R OF AA9110 1-209 2'3/)4'-O CRUSIFD ROOT. COIARCTFO 10 05*01 AASNTO 1-I09 7 1-1/2'-0'BASE*0 9. CON+ TFD 10 95R CF AA*R0 1-100 ACCESS RI) TYPICAL SECTION N If you have any questions with this field report please contact me at the below numbers. ,p Pik? 17 19244P'E Ai , 44 cED4 j_ ZI EXPIRES: Cd--' �I SOI1SO11IOflSLLC 503-816-3689 mia@rapidsoilsolutions.com v 1 P16II.T DATE: Nov 3,2017 ACS Testing,Inc DNCRETE 7409 SW Tech Center Dr,Suite 145 PAGE 1 OF: 1 Tigard,OR 97223 ""'' Phone:503-443-3799 Fax:503-620-2748 TESTING.!VC 503.443.3799 DAILY ASPHALT COMPACTION /IN PLACE SOIL DENSITY (NUCLEAR METHOD)Asphalt ASTM D2950/Soil Density ASTM D6938 AASHTO T310 RAPID SOIL SOLUTIONS PROGRESS LANDING 3915 SW PLUM STREET 12050 SW 135TH AVE PORTLAND,OR 97219-6018 TIGARD,OR 97223 Jurisdiction TIGARD Permit#: N/A INSPECTOR/CERT Dan Hamilton#44273 17-6962-24 ACS Job# WEATHER f OVERCAST r SUNNY r RAIN SOIL TEST METHOD:❑T99 DD698 0T180 ❑✓ D1557 AGG: r✓ 3/4"-r 1-1/2"- OTHER: CPN r 8510 r 8036 r 8022 r 8021 r NATIVE TYPE: r 8037 r 8658 r 8237 r 8511 r 7781 SUPPLIER: Baker rock TROXLER I— 20646 r 38579 J7 38580 r 30560 CONTRACTOR Lamphere ALL GAUGES CALIBRATED BY ODOT r C mix r B MIX r LEVEL II r LEVEL III TEST MODE: ❑BACKSCA ITER QX DIRECT 6" DEPTH STANDARD COUNT: OPT.MOISTURE: 8.7 1) 696 2) 2130 RICE OR PROCTOR 10037 MAX.DRY DENSITY: 127.0 % OF DENSITY REQ. 95% TEST NO. LOCATION %MOIST. LIFT OR ELEV. DEPTH DENSITY.LBS %MAX DENSITY 1 Lot CRNR 5/6 7.2 Top 6" 128.0 100.8 2 Lot CRNR 1/2 7.4 Top 6" 127.2 100.2 3 Cultasack at center 7.3 Top 6" 126.7 99.8 4 5 6 7 8 9 10 11 12 13 RESULTS GIVEN TO: The Contractor COMMENTS: Shots taken on base aggregate for road way Reviewed by: _ Date:Nov 4,2017 CC Mia Mahedy-Sexton la DOUG ES IVEL/VP Operations ACCREDITED DEIAW ACs-I Ct,-7