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Home My WebLink AboutB14-0042 B14-0043 B14-0044 B14-0045 Soils Report 5020 County Road 154 'VVV�� __ . ,,, : GlenwaodSprings.0081601 `' 'PFionei970-945-7988 Fax:970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com _ _ _ _ CONSTRUCTION ACTIVITY REPORT Client: Gorman & Company, Inc. Job No.: 109 310E Day: Tuesday Attn: Rob Padley Date: 9-30-14 200 N. Main Street Report No.: 1 Page: 1 of 1 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West,Vail, Colorado .. . ._ __ _ _ _. .._...___m._� _.Y._..._.._..�.___._�....�.....�__�. .._ __ . . ._... . ._ _ . Weather: Partly cloudy, calm, rain showers __ _ __._ .___ ____ _____._ -- — _ _. _ _. Contractor's Construction Activities: Demolition of previous buildings and general clearing and grubbing for the new Building 1 and 2 areas was in progress. Proposed structural fill material was being imported in from the Strada site and stockpiled for future use. Equipment in Use: Trackhoe, trucks _ ___....�. _.__ ___.._..�._ ..._. ..._�.. .__ . _ HP Geotech's Site Activities: As requested by John Guenther with Gorman &Company, we obtained one large bulk sample of the proposed Strada import from stockpile and submitted it to our lab for standard Proctor, gradation and Atterberg limits testing. Lab test results are attached. _,.__.._----------._ . __. - -- _ . Verbal Communication: Patrick Bourke with Schofield Excavation was informed of our site activities. , __ _. .___ ____�,_��._.__��._._. .a,.__._r.., .... _ _. . distribution: Gorman 8 Company, Inc.—Rob Padley(rpadlev(�Daormanusa.com) Gorman&Company, Inc.—Matt Bribach(mbribachC�gormanusa.com) Tom Brunner Thomas J.Westhoff, CET Field Technician Reviewed By COMPACTION TEST REPORT 136.5 a 135 133.5 U �. T .N C N L � o ❑ 132 130.5 ZAV for Sp.G. _ 2.60 129 5 6 7 8 9 10 11 Water content, % --�--Rock Corrected �--Uncorrected Test specification: ASTM D 698-OOa Method C Standard Oversize corr. a lied to each test oint Elev/ Classification Nat. %> °h< Depth USCS AASHTO Moist. Sp.G. LL P� 3/4 in. No.200 SM A-1-b NV NP 15.0 15 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 135.1 pcf 132.0 pcf silry sand wi�h Gravel Optimum moisture=6.8 % 7.9 % Project No. 109310E Client: Gorman&Company,Inc. Remarks: P�OjOCt: Lions Ridge Apartment Homes, 1280 N.Frontage Road West,Vail,Colorado See Figure lA for classifica[ion tes[results. o Location: Import from Strada Site Sample Number: ]97-14 Hepworth-Pawlak Geotechnical, Inc. Glenwood S rin s Colorado Figure � Tested By: KO ` `Checked By:TJW Particle Size Distribution Report 000 c c c � _ 5 � � o ° n °m °e �°o ° ° N m .- : .�" m at `a at u ax a `u a a 100 � � � � � � � � I I � � 90 I I I I I I I I I I I I I I I I I I I I I I I I I so I I I I I I I I I I I I I �o I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I W so Z I I I I I I I I I I I I I I � Z 50 I � � � � � � � I I I I I W I I I I I I I I I I I I I I � I I I I I I I I I I I I I I a ao I I I I I I I I I I I I I I I I I I I I I I I I I I I 30 I I I I I I I I I I I I I I zo I I I I I I I I I I I I ' I I I I I I I I I I I I I I io I I I I I I I I I I I I I I o I I I I I I I I I I I I I I ioo io i o.� o.oi o.00i GRAIN SIZE-mm. %+3" °�Grevel %Sand °k Fines Coarse Fine Coarse Medium Fine Silt Clay 0 15 16 6 26 22 15 SIEVE PERCENT SPEC." PASS7 Material Description SI2E FINER PERCENT (X=NO) Silty Sand with Gravel 3 ]00 1.5 94 .75 85 .375 77 Atterberg Limits #4 69 PL= NP LL= NV PI= NP #8 G4 Coefficients #16 56 D85= 19.0500 Dgp= 1.5828 D50= 0.8255 #30 44 D30= 0.2829 D15= 0.0770 D10- #50 31 CU C� #]00 2] #200 15 Classification USCS= SM AASHTO= A-1-b Remarks See Figure ] for standard Proctor compaction test results. (no specification provided) LOCation: Import from Strada Site Sample Number: 19�-14 Date: 09/30/2014 Hepworth-Pawlak Client: Gorman&Company,Inc. G@OteCF1IlIC8I IflC. Project: Lions Ridge Apartment Homes, 1280 N.Frontage Road West,Vail, � Colorado Glenwood S 1'l11 S� Colorado Pro'ectNo: 109310E Fi ure lA Tested By: KO Checked By:TJW` ` ' D 5020 County Road 754 ^ — J_ J �` — Glenwood Springs, CO 87601 r ._.oV-� �--, ' Phonei 970-945-7988 V�i 1 1 Fax:970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com CONSTRUCTION ACTIVITY REPORT Client: Gorman &Company, Inc. Job No.: 109 370E Day: Thursday Attn: Rob Padley Date: 10/2114 200 N. Main Street Report No.: 2 Page: 1 of 1 Oregon,Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West, Vail, Colorado _ .___,.�____.� ____. _ ..,._.,__.___._� ___......._._._.......��.__..___..__ _ Weather: Partly cloudy, calm, dry Temperature: 45°F at 1 pm - . _-__.__._ ---- _ _ _ _. . _ ... _------ ____v_______._.._. Contractor's Construction Activities: Schofield was excavating for utilities through the existing berm along the south side of the site adjacent to the frontage road at the time of our site visit. Equipment in Use: Two trackhoes, loader,skid steer loader _ .._----- -- -_ __ .... . . _..,._-----------__—__..._ .__ HP Geotech's Site Activities: As requested by John Guenther with Gorman,we obtained a large bulk sample of the stockpiled material excavated from the berm.We judged the material to be suitable for use as structural fill. The sample was submitted to our lab for standard Proctor and classification testing. Lab results are attached. � . .�.W_.._�__.____.__ _.___.... .. _w�.., . . ��__.V_.,� �.__..._ _w � ._�..._,. Verbal Communication: John Guenther with Gorman was informed of our site activities. _ .._..____- _--- -_ _...___._.... -_--_�_ _._ . _ distribution: Gortnan&Company, Inc.—Rob Padley(rpadlevC�aormanusa.com) Gortnan&Company, Inc.—Matt Bribach(mbribach(o'�aormanusa.com) Tom Brunner Thomas J. Westhoff, CET Field Technician Reviewed By COMPACTION TEST REPORT 135 130 � 12 ° 2 ,� 125 U d T .N C N V � � 120 115 ZAV for Sp.G. _ 2.55 110 3 5 7 9 11 13 15 Water content, % —�-Rock Corrected �-Uncorrected Test specification: ASTM D 698-OOa Method C Standard Oversize corr. a lied to each test oint Elev/ Classification Nat. °�> %< Depth USCS AASHTO Moist. Sp.G. LL P� 3/4 in. No.200 SGSM A-2-4(0) 26 5 10.0 29 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 127.8 pcf 1253 pcf Silty Clayey Sand with Gravel Optimum moisture= 8.1 % 8.9 % P�ojeCt No. ]09310E Client: Gorman&Company,Inc. Remarks: P�ojBCt: Lions Ridge Apartment Homes, 1280 N.Frontage Road West,Vail,Colorado See Figure 2A for classification test results. o Loc.:Existing berm along southeast side of si[e Sample NO.: 199-14 Hepworth-Pawlak Geotechnical, Inc. Glenwood S rin s Colorado Fiyure 2 Tested By:' KO " ` Checked By: TJW` ` ' ' Particle Size Distribution Report _ . � � a o .o . _ c 5 = — � c 'p < ° �°.i M °a �°n ° ° c°� 10 N �- � n � l� ik # # # it it # iG # �0� I I � � � I I � � � I � 9� I I I I I I I I I I I I I I I I I I I I I I I I I I I eo I I I I I I I I I I I I I �o I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I Z so � I I I I I I I I I I I I I Z 50 I I I I I I I I I I I I I I W I I I I I I I I I I I I I � I I I I I I I I I I I I I I w ao a I I I I I I I I I I I I I I I I I I I I I I I I I 30 I I I I I I I I I I I I I I zo I I I I I I I I I I I I I I I I I I I I I I I I I I I I �o I I I I I I I I I I I I I I o I I I I I I I I I I I I I I 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. o�+3„ %Gravel °�Sand �Fines Coarse Fine Coarse Medfum Flne Silt Clay 0 ]0 15 7 21 18 29 SIEVE PERCENT SPEC.' PASS9 Material Description SIZE FINER PERCENT (X=NO) Silty Clayey Sand with Gravel 3 ]00 1.5 97 .75 90 .375 82 Atterberg Limits #4 75 PL= 21 LL= 26 P1= 5 #8 7o Coefficients #16 62 Dgg= 123805 D60= 1.0234 D50= 0.5267 #30 52 Dgp= 0.0818 D15- �10- #50 42 C�= C� #]00 35 #200 29 Classification USCS= SGSM AASHTO= A-2-4(0) Remarks See Figure 3 for standard Proctor compaction results. (no speciScation provided) LocatiOn:Existing berm along sou[heast side of site Sample Number: 199-14 Date: ]0/02/2014 Hepworth-Pawlak Client: Gorman&Company,Inc. G@Ot@CFl�11C8I IflC. P�oject Lions Ridge Apartrnent Homes, 1280 N.Frontage Road West,Vail, � Colorado Glenwood S 1'1�1 S� Colorado Pro'ectNo: ]09310E Fi ure 2A Tested By: RO " Checked By:TJW _ 5020 County Road 154 �� Glenwood Springs, CO 81601 r - � � - �� ' - " Phone:970-945-7988 �-" " Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com _ _ CONSTRUCTION ACTIVITY REPORT Client: Gorman 8�Company, Inc. Job No.: 109 370E Day: Tuesday Attn: Rob Padley Date: 10/7/14 200 N. Main Street Report No.: 3 Page: 1 of 1 Oregon,Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West, Vail, Colorado _ __------ __.._._.___�__ _ ___ . _ ____. __ _------ Weather: Clear, calm, dry Temperature: 30°F at 7:00 am _ ..... .... .. _..._..v._ ..._,...,..� . .. _,,. _ . _ _.,. .. Contractor's Construction Activities: Schofield had begun excavation at the east end of the site for Building#1 and was within about 1 to 2 feet of foundation grade at the time of our site visit. Two exploratory pot holes had been excavated in the building area. Equipment in Use: Two trackhoes, loader, tandem and end-dump haul trucks _ __-- __._.__. .._ __ _. ___ _. __._... HP Geotech's Site Activities: We observed the soil conditions within the excavation and the two pot-holed locations at the north and south ends of the excavation. Both of these locations showed similar profiles: dark silty sand with gravel existing site fill underlain by a 4 to 8 inch thick sandy clay layer overlying silty sandy gravel glacial moraine which will support the new building foundation. Based on the explained final excavation grades, we expect the completed excavation at the north end will be immediately below the clay layer and at the south end will be well within the natural silty sandy gravel. Sub-excavated areas below footings wiil need to be re-established with suitable granular soil compacted to 100% of standard Proctor density per the recommendations in our subsoil study. As requested, a large bulk sample of the overlying existing site fill was obtained for standard Proctor and classification testing to determine suitablity for use as structural backfill. Lab test results are attached and indicate the material sampled is suitable for structural backfill. _ .._ m_. ,,..... ......__ .�.___... . _ _. _ _ Verbal Communication: Patrick Bourke with Schofield Excavation was informed of our site activities.We also discussed our observations and sampling with Tom Westhoff in our office. _ _._ _ ,. .._,_..__. _.._._. _ . _ distribution: Gorman&Company,Ina (rpadlevC�qormanusa.com) Gorman 8 Company,Inc.—Matt Bribach(mbribach(rDaormanusa.com) Tom Brunner Thomas J. Westhoff, CET � Field Technician Reviewed By COMPACTION TEST REPORT 128 123 118 ° 12. ° U Q T :N C N � � � 113 108 ZAV for Sp.G. _ 2.50 103 7 9 11 13 15 17 19 Water content, % t-Rock Corrected --0---Uncorrected Test specification: ASTM D 698-OOa Method C Standard Oversize corr. a Iied to each test oint Elev/ Classification Nat. %> %< Depth USCS AASHTO Moist. Sp.G. LL P� 3/4 in. No.200 SM A-4(1) 33 8 5.0 46 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 1]73 pcf ]15.8 pcf Silry Sand with Gravel Optimum moisture= 12.2 % 12.8 % Project No. 109310E Client: Gorman&Company,Inc. Remarks: P�oject: Lions Ridge Apartment Homes, 1280 N.Frontage Road West,Vail,Colorado See Figure 3A for classification test results. o Location: On Site Stockpile Sample Number: 201-14 Hepworth-Pawlak Geotechnical, Inc. Glenwood S rin s Colorado Fi9ure 3 Tested By: KO Checked By:TJW - Particle Size Distribution Report � � - � : _ < < m o oao 0 0 < 0 m .- : : m °u u s u °u u # ac a 100 I I I I I I I I I I I I I so � I I I I I I I I I I I I I I I I I I I I I I I I I I 80 I I I I I I I I I I I I I I �a I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I W so Z I I I I I I I I I I I I I � z 50 I I I I I I I I I I I I I W I I I I I I I I I I I I I � I I I I I I I I I I I I I a ao I I I I I I I I I I I I I I I I I I I I I I I I I I I I 30 I I I I I I I I I I I I I I 20 I I I I I I I I I I I I I I I I I I I I I I I I I I I I �o I I I I I I I I I I I I I I o I I I I I I I I I I I I I I 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. ,5+3„ °/a Gravel �Sand °h Fines Coarse Ffne Coarse Medfum Fine Silt Clay 0 5 11 5 17 16 46 SIEVE PERCENT SPEC.` PASS? Material Description SIZE FINER PERCENT (X=NO) Silty Sand wi[h Gravel 3 ]00 I.5 98 .75 95 375 89 Atterberg Limits #4 84 PL= 25 LL= 33 P1= 8 #8 80 Coefficients #16 74 D85= 5.5917 Dgp= 03322 D50= 0.1214 #30 66 �30- �15- �10- #50 59 CU= C�= #100 52 #200 46 Classification USCS= SM _ AASHTO= A-4(1) Remarks See Figure 3 for s[andard Procror compaction test resWts. (no specification provided) LocatiOn: On Site Stockpile Sample Number: z0�-t4 Date: 10/06/2014 Hepworth-Pawlak Client: Gorman&Company,Inc. Geotechnical� �►7C. P�ojeCt: Lions Ridge ApartrnentHomes, 1280 N.Frontage Road Wes[,Vail, Colorado Glenwood S �III S� Colorado pro'ect No: ]09310E Fi ure 3A Tested By: KO " Checked By:TJW ' HGlen ood Sp ngs�COlorado 81601 GetPtech Phone:970-945-7988 Fax:970-945•8454 '... HEPWORTH=PAWLAK GEOTECHNICAL . .. . °.. ..-.....- .-. . . . . ,-,. , �.:.=- .�.�. � . . " '"�hoqeo(a�hoaeotech.com '-� �'�-�� -"-"� Earthwork Compaction Testing Report Client: Gorman & Company, Inc. Job No.: 109 310E Day: Wednesday Attn: Rob Padley Date: 10/8/14 200 N. Main Street Report No.: 4 Page: 1 of 1 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West, Vaii, Colorado Weather: Clear, calm, dry Temperature: 60° at 11:00 am Earthwork Contractor: Schofield Excavation Equipment Used: Loader, 2 trackhoes, vibratory pad foot roller Description of Earthwork Sub-excavated areas below footings for Building 1 were being backfilled. Tests Tested: indicated acceptable compaction and moisture contents. Verbal Communication: Lee with Schofield Excavating was informed of our test results. Placement and Compaction Procedure: Reported by the Contractor. Lift Thickness: 12" loose Max. Rock Size: 6" Moisture blended at Stockpile Conditioning: Compactor(s) Used: Vibratory pad foot roller Number of Passes: not reported Nuclear Gau e MoisturelDensi Test Results Location Field Min. Test Field Dry Moisture Fieid Comp. Proctor No. Building 1 backfill below Depth or Elev. Density Content Comp. Req. Lab No. footings �p�� % ��0� (%) 1 30'west of NE building corner 2� below 121.8 17.1 104 700 201-14 footin rade 2 30'south of NE building 2' below 118.2 13.9 107 100 201-14 corner footing grade 3 15'south of NW building 2' below 119.6 14.3 102 100 201-14 corner footing grade 4 40' north of SE building 2' below 119.2 12.4 102 100 201-14 corner footing grade Proctor Sample Reference: Lab No. Method Description Max. Dry Opt. Dens. % Moist. % 201-14 ASTM D 698 Silty sand with gravel 117.3 12.2 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT,WE HAVE RELIE�ON THE CONTRACTOR TO CONTINUE APPLVING THE RECOMMEN�ED COMPACTIVE EFFORTAND MOISTURE TO FILL�URING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAI.ACCORDANCE WITH ASTM D 6938. Distribution: Gorman&Company, Inc—Rob Padley(rpadlevC�aormanusa.com) Gorman 8 Company, Inc.—Matt Bribach(mbribach(a�gormanusa.com) Tom Brunner Thomas J.Westhoff, CET Field Technician Reviewed By 5020 Caunty Road 154 ��PJ�� Glenwood Springs,Colorado 87601 T Phone:970-945-7988 Fax:970-945-8454 "- � � HEPWORTH-PAWL'AK�GEOTECHNICAL-� � — � � �-�� '�� ° �' �°�"hoqeo(a�fiodeotech.com � �"� " Earthwork Compaction Testing Report Ciient: Gorman 8�Company, Inc. Job No.: 109 310E Day: Thursday Attn: Rob Padley Date: 10/9/14 200 N. Main Street Report No. : 5 Page: 1 of 1 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West, Vaii, Colorado Weather: Overcast, calm, dry Temperature: 55° at 10:30 am Earthwork Contractor: Schofield Excavation Equipment Used: Two trackhoes, loader, vibratory pad foot roller Description of Earthwork Backfill continued in sub-excavated areas under the southern portion of Tested: Building 1. Test indicated acceptable compaction and moisture content. Excavation for water service installation was aiso in progress at the southern end of the site. Sample(s) Obtained: As requested we obtained a large bulk sample of on-site pulverized asphalt and road base mixture for R-value testing. Verbal Communication: Lee with Schofield Excavating and John Guenther with Gorman were informed of our test results and site activities. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 12" loose Max. Rock Size: 6" Moisture g�ended at stockpile Conditioning: Compactor(s) Used: Vibratory pad foot roller Number of Passes: not recorded Nuclear Gau e Moisture/Densi Test Results Location Field Min. Test Field Dry Moisture Field Comp. Proctor No. Building 1 backfill below Depth or Elev. Density Content C°mP� Req. Lab No. footings �p�� % �%� %) � 50' North of SW building 2' below 121.4 72.8 103 100 201-14 corner footing grade Proctor Sam le Reference: Lab No. Method Description Max. Dry Opt. Dens. % Moist. % 201-14 ASTM D 698 Sil sand with gravel 117.3 12.2 THIS REPORT PRESENTS OPINIONSAS A RESULT OF OUR OBSERVATIONSOF FILL PL4CEMENT,WE HAVE RELIEU ON THE CONTRACTORTO CONTINUE APPLVING THE RECOMMENDED COMPACTIVE EFFORTAND MOISTURE TO FILL OURINGTHE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NLICLEAR OENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D 6938. . Distribution: Gorman 8 Company,Inc—Rob Padley(rpadlev(�aormanusa.com) Gorman&Company,lnc.—Matt Bribach (mbribach(�qormanusa.com) Tom Brunner Thomas J. Westhoff, CET Field Technician Reviewed By Test Specimen 1 2 3 4 R-Value Moisture Content(%) 5.5 5.9 5.8 5.8 (300 psi) Dry Density(pcfl 124.9 124.6 122.2 122.2 Expansion Pressure (psfl 0.0 0.0 4.3 4.3 Exudation Pressure (psi) 183 239 517 517 R-Value 74 80 84 84 84 100 --—— 90 R-Value =84 80 70 , � 60 m � � 50 � � � 40 30 20 10 � 0 � 0 100 200 300 400 500 600 700 800 Exudation Pressure(psi) Client: Gorman & Company Inc. Sample Description: Pulverized Asphalt Project Name: Lion's Ridge Apartment Homes Location: 1280 N. Frontage Road West, Vail, CO Date Sampled: 10/09/14 109310E HEPWORTH-PAWLAK FIG. 4 GEOTECHNICAL, Inc. HVEEM STABILOMETER TEST RESULTS 5020 County Road 154 �VVV�� Glenwood Springs,CO 87601 "'PHone: 970-945-7988 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com . . .. . . .__ , .._...,.__ ...... . .. .. .. . . .. . ....._. , .__... ...,.__.... CONSTRUCTION ACTIVITY REPORT Client: Gorman 8�Company, Inc. Job No.: 109 310E Day: Friday Attn: Rob Padley Date: 70/10/14 200 N. Main Street Report No.: 6 Page: 1 of 1 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West, Vail, Colorado ____. --------�--- -----_. __._ _ __ ._ __--_ _ ___._-_-.-___,._.__----- Weather: Cloudy, calm, rain overnight Temperature: 53°F at 10:00 am _ .,__-__°__m_...__� ,��. �..._.. ..m...._.. . . .._ . _ __.. __..m. �. �_,.r�_.. e......�_ Contractor's Construction Activities: At the time of our site visit, Schofieid Excavation was instaliing sanitary sewer service piping into Building 7. Equipment in Use: Trackhoe u_ ..._mmm ...____.._.. m .. . p _.,_.... ._.m..__... ....._ HP Geotech's Site Activities We visited the site for backfill com action observat�on and testing. No backfill was being placed and no tests were performed. _ - -------- ----... .... ..__. _ _... ..._ —.�,__.._T.___.. Verbal Communication: Lee with Schofield Excavation informed us that backfill would resume tomorrow. _.___ _..�_____ _ _ .., . .. , __ _ __ .. _._ ._m .....,. .... _... distribution: Gortnan&Company, Inc.—Rob Padley(rpadlev(o�qortnanusa.com) Gorman 8 Company, Inc.—Matt Bribach(mbribach(o�aortnanusa.com) Tom Brunner Thomas J.Westhoff, CET Field Technician Reviewed By 5020 County Road 154 `V V V��►V� Glenwood Springs,Colarado 81601 Phone:970-945-7988 Fax:970-945-8454 HEPWORTH-PAWIAK GEOTECHNICAL �- �� -� �� hpqeo(a�Rpqeotecli:com�� Earthwork Compaction Testing Report Client: Gorman & Company, inc. Job No.: 709 370E Day: Monday Attn: Rob Padley Date: 10/13I14 200 N. Main Street Report No.: 7 Page: 1 of 1 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West, Vail, Colorado Weather: Cloudy, calm, snow overnight Temperature: 40° at 10:00 am Earthwork Contractor: Schofield Excavation Equipment Used: 3 trackhoes, loader, tandem haul truck, skid steer loader, vibratory pad foot roller Description of Earthwork Placement and compaction of backfill below Building 1 footing areas and in Tested: adjacent utility service trench continued. Snow yesterday and overnight had wetted surface soils and as a result moisture contents of test areas were 2 to 3 percent above optimum. No frozen materials were observed in stockpile or placement areas. Test#1 performed in utility trench backfill indicated acceptable compaction. Test#2 in footing area was initially below specified compaction. The entire lift was re-compacted and then re-tested with acceptable results. Verbal Communication: Lee with Scho£eld Excavation was informed of our test resuits. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 12" loose Max. Rock Size: 6" Moisture Blending at stockpile as Conditioning: necessary. Compactor(s) Used: Vibratory pad foot roller Number of Passes: Not recorded Nuclear Gau e Moisture/Densi Test Results Field Min. Location Field Dry Field Test Depth or Moisture Comp. Proctor No. Elev. Density Content �omp' Req. Lab No. �p�� % �/o) % � Utility service trench backfill, 2' below 711.6 15.3 95 95 201-14 about 5' outside of Building 1 footing rade 60 feet south of north end of 7' below 2 Building 1, under mid-line footing grade '�09.9 14.0 94 700 201-14 footing 2A Re-test of Test#2 above 1' below 717.8 14.0 100 100 207-14 footing grade Proctor Sample Reference: Lab No. Method Description Max. Dry Opt. Dens. (% Moist. % 201-14 ASTM D 698 Silty Sand with Gravel 117.3 12.2 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT,WE HAVE RELIEO ON THE CONTRACTOR TO CONTINUE APPLVING THE RECOMMENDED COMPACTIVE EFFORT AND MOISTURE TO FILL OURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR�ENSOMETER METH00 OF TESTING WAS USED IN SUBSTANTIALACCORDANCE WITH ASTM D 6938. Distribution: Gorman 8 Company, Inc.—Rob Padley(rpadlev(o�aortnanusa.com) Gorman&Company, Inc.—Matt Bribach(mbribach(rDaormanusa.coml Tom Brunner Thomas J.Westhoff, CET Field Technician Reviewed By 5020 County Road 154 �VVV {.� Glenwood SPrin9s�Coloredo 81601 Phone:970-945-7988 Fau:970-945-8454 � HEPWORTH=PAWCAK GEOTECHNICAL � -"� -'-�°�� hpqeo(a�hpqeotech.com -� Earthwork Compaction Testing Report Client: Gorman & Company, Inc. Job No.: 109 310E Day: Tuesday Attn: Rob Padley Date: 10/14/14 200 N. Main Street Report No.: 8 Page: 1 of 1 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West, Vail, Colorado Weather: Partly cloudy, calm, dry Temperature: 45° at 10:00 am Earthwork Contractor: Schofield Excavation Equipment Used: 3 trackhoes, loader, skid steer loader,vibratory pad foot roller Description of Earthwork Backfill was completed in footing areas for Building #7 and began in the Tested: eastern area of Building #2. Tests indicated acceptable compaction. Verbal Communication: Lee with Schofield Excavation was informed of our test results. Placement and Compaction Procedure: Not observed by HP Geotech. Lift Thickness: Max. Rock Size: Moisture Conditioning: Compactor(s) Used: Number of Passes: Nuclear Gau e Moisture/Densi Test Results Location Field Dry Field Field Min. Test Depth or Moisture Comp. Proctor No. Elev. Density Content Comp. Re Lab No. (P�� o�o (%) �o��. Building#1, 30' north, 20'west � of southeast buildin corner Footing grade 779.6 70.4 102 100 201-14 Building#1, 30'south, 30'west Z of northeast building corner Footing grade 118.6 14.0 101 100 201-74 3 Building #2: East Wall, 20' 2' below 127.6 9.0 100 100 199-14 South of Northeast corner footing grade Proctor Sample Reference: Lab No. Method Description Max. Dry Opt. Dens. (% Moist. % 201-74 ASTM D 698 Sil sand with ravel 117.3 72.2 199-14 ASTM D 698 Sil , clayey sand with gravel 127.8 8.1 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT,WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMEN�ED COMPACTIVE EFFORTAND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCIEAR DENSOMETER METHOD OF TESTING WHS IISED IN SUBSTANTIALACCOR�ANCE WITH ASTM�6938. Distribution: Gortnan 8 Company, Inc.—Rob Padley(rpadlev(maortnanusa.com) Gorman 8 Company, Inc.—Matt Bribach (mbribach(dgormanusa.com) Tom Brunner Thomas J. Westhoff, CET Field Technician Reviewed By � 5020 County Road 154 �.�P�� Glenwood Springs,Colorado 81601 Phone:970-945-7988 Fa�c:970-945-6454 � ��- ��`� � HEPWORTH-PAWLAKGEOTECHNICAL� �- �� - -- � �� - -- _"� � -� � '-� '�hdaeolo�hpqeotech.com� � � Earthwork Compaction Testing Report Client: Gorman &Company, Inc. Job No.: 109310E Day: Thursday Attn: Rob Padley Date: 10/16/14 200 N. Main Street Report No.: 9 Page: 7 of 1 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West,Vail, Colorado Weather: Clear, calm, dry Temperature: 55° at 9:00 am Earthwork Contractor: Schofield Equipment Used: trackhoe, loader, vibratory pad foot roller, water truck Description of Earthwork We visited the site twice today to observe backfill operations and to perform Tested: compaction testing. Back£II placement and compaction continued inside the Building 2 footprint. Compaction was adequate based on our test results and observations. Verbal Communication: We informed Matt Bribach with Gorman and Lee with Schofield of our test results and observations. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 1' Max. Rock Size: 5" Moisture water truck blending at Conditioning: stockpile Compactor(s) Used: vibratory pad foot roller Number of Passes: Not recorded Nuclear Gau e Moisture/Densi Test Results Location Field Dry Fieid Min. % Test Depth or Moisture Percent Proctor No. Building 2 under footing & Elev. Density Content Comp. Comp. Lab No. slab backfill PCF o�o Req. 1 center of Building 2 footprint footing grade 117.1 12.6 100 100 201-74 2 25'south of center of Building footing grade 718.2 11.9 101 100 201-14 2 3 30'southeastofsouthwest 2'below 117.7 72.4 100 100 201-14 corner of Building 2 footing grade 4 25' northeast of southwest 2' below 117.3 12.0 100 700 201-74 corner footing grade 5 @ northwest corner 1' below 117.9 11.8 101 100 201-14 footing grade Proctor Sample Reference: Lab No. Method Description Max Dry Opt Dens Moist 207-74 ASTM D 698 sil sand with gravel 117.3 12.2 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PIACEMENT,WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED COMPACTIVE EFFORTAND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR OENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D2922 AND 0301]. Distribution: Gorman&Company, Inc.—Rob Padley(rnadlev(o�aormanusa.com) Gortnan&Company, Inc.—Matt Bribach (mbribach(daormanusa.com) - - Philip Orgill Thomas J.Westhoff, CET _ _ _ . __ _ Field Technician Reviewed By 5020 County Road 154 GecPtech Glenwood Springs,Colorado 81601 Phone:970-945-7988 Fax:970-945-6454 � HEPWORTH�-PAWLAK GEOTECHNICAL - � - -< _�-�� - � -� - � � � - hoaeo(a�hoaeotech.com - Earthwork Compaction Testing Report Client: Gorman 8�Company, Inc. Job No.: 109310E Day: Friday Attn: Rob Padley Date: 10/77/14 200 N. Main Street Report No.: 10 Page: 1 of 1 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West,Vail, Colorado Weather: Partly cloudy, light breeze, dry Temperature: 45° at 9:00 am Earthwork Contractor: Schofield Equipment Used: trackhoe, loader, vibratory pad foot roller, water truck Description of Earthwork We visited the site twice today, observed backfill operations and performed Tested: compaction testing. Backfill continued to be placed and compacted inside the Building 2 footprint. Compaction was adequate based on our test results and observations. Verbal Communication: We informed Lee with Schofield of our test results and observations. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 1' Max. Rock Size: 5" Moisture water truck blending in Conditioning: stockpile Compactor(s) Used: vibratory pad foot roller Number of Passes: Not recorded Nuclear Gau e Moisture/Densi Test Results Location Field Dry Field Min. % Test Depth or Moisture Percent Proctor No. Building 2 underfooting/slab Elev. Density Content Comp. Comp. Lab No. backfill PCF % Req. � 20'southeast of northwest footing grade 117.9 12.0 101 100 201-14 corner of Building 2 2 35' east of southwest corner of 2' below 118.5 12.7 101 100 201-14 Buildin 2 footing grade 3 15' east of southwest corner of 1' below 117.1 12.2 100 100 201-14 Building 2 footing grade Proctor Sample Reference: Lab No. Method Description Max Dry Opt Dens Moist 201-14 ASTM D 698 sii sand with ravel 117.3 12.2 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PIACEMENT,WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLVING THE RECOMMENDEO COMPACTIVE EFFORTAND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D2922 AND D3017. Distribution: Gorman 8 Company, Inc.—Rob Padley(rpadlev(aDgormanusa.coml Gorman&Company, Inc.—Matt Bribach(mbribach(�gormanusa.com) Philip Orgill Thomas J. Westhoff, CET Field Technician Reviewed By 5020 County Road 754 GetPtech Glenwood Springs,Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 �- � � � HEPWORTH-PAWCAKGEOTECHNICAL - � - � � � � -��•��-�-�-•�� - � - -� ��hpqeoCa�hpqeolech.com - - �� Earthwork Compaction Testing Report Client: Gorman 8�Company, Inc. Job No.: 709310E Day: Monday Attn: Rob Padley Date: 70/20/14 200 N. Main Street Report No.: 11 Page: 1 of 1 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West,Vail, Colorado Weather: Partly cloudy, light breeze, dry Temperature: 45° at 9:00 am Earthwork Contractor: Schofield Equipment Used: trackhoe, loader,vibratory pad foot roller, water truck Description of Earthwork We visited the site twice today, observed backfill operations and performed Tested: compaction testing. Building 2 interior backfill below footings was being placed and compacted. Compaction was adequate based on our test results and observations. Verbal Communication: We informed Lee with Schofield of our test results and observations. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 1' Max. Rock Size: 5" Moisture Water truck Conditioning: Compactor(s) Used: vibratory pad foot roller Number of Passes: Not observed Nuclear Gau e Moisture/Densi Test Results Location Field Field Dry Min. °/a Test Depth or Moisture Percent Proctor No. Building 2 under footing/slab Elev. Density Content Comp. Comp. Lab No. backfill PCF % Req. 1 east half, center 1•5' below 118.3 13.1 701 700 201-14 footing grade 2 west half, 70'west of center 7.5' below 118.2 12.8 101 100 201-14 footing grade 3 east half, 20'west of center 0.5' below 119.3 12.9 102 100 201-14 footing grade 4 west half, 10'southwest of 0.5' below 118.6 13.2 101 100 201-14 center footing grade Proctor Sample Reference: Lab No. Method Description Max Dry Opt Dens Moist 201-74 ASTM D 698 silty sand with ravel 117.3 72.2 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILI PLACEMENT,WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDEO COMPACTIVE EFFORT ANO MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR�ENSOMETER ME7HOD OF TESTING WAS USED IN SUeSTANTIALACCORDANCE WITH ASTM D2922 AND D3017. Distribution: Gorman 8 Company, Inc.—Rob Padley(rpadlevC�aormanusa.com) Gorman 8 Company, Inc.—Matt Bribach (mbribach(�aormanusa.com) Philip Orgill Thomas J.Westhoff, CET Field Technician Reviewed By H Glenw od Springs,�oloredo 81601 Gec�tech Phone:970-945-7988 Farz:970-945-6454 � � HEPWORTH-PAWLAKGEOTECHNICAL - � �� -°�� - - �� - � � �� hoaeo(a�tioaeotecfi.com -�� ' " " - - Earthwork Compaction Testing Report Client: Gorman 8�Company, Inc. Job No.: 109 370E Day: Tuesday Attn: Rob Padley Date: 70/21/14 200 N. Main Street Report No.: 12 Page: 1 of 1 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West, Vail, Colorado Weather: Cloudy, calm, dry Temperature: 41° at 9:00 am Earthwork Contractor: Schofield Equipment Used: trackhoe, loader, vibratory padfoot roller, water truck Description of Earthwork Building 2 under footing backfill was completed. Compaction was adequate Tested: based on our test results and observations. Verbal Communication: We informed Lee with Schofield of our test results and observations. Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 1' Max. Rock Size: 5" Moisture Water truck Conditioning: Compactor(s) Used: vibratory pad foot roller Number of Passes: Not recorded Nuclear Gau e Moisture/Densi Test Results Location Field Dry Field Field Min. Test Depth or Moisture Comp. Practor No. Building 2 under footing/slab Elev. Density Content Comp. Req. Lab No. backfill �P�� % �/o) (%) 1 east half, 20'east of center footing 118.7 12.7 101 95 201-14 grade 2 east half,20'west of center footing 119.3 13.0 102 95 201-14 grade 3 east half, 20'west of center fO�de 117.7 12.3 100 95 201-14 4 west half, 10'west of center footing 118.2 12.1 101 95 201-14 grade Proctor Sample Reference: Lab No. Method Description Max. Dry Opt. Dens. % Moist. % 201-14 ASTM D 698 sil sand with grevel 117.3 12.2 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT,WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENOED COMPACTIVE EFFORTAND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIALACCORDANCE WITH ASTM D 6938. Distribution: Gorman 8 Company, Inc.—Rob Padley(rpadlev(�aormanusa.com) Gortnan 8�Company, Inc.—Matt Bribach (mbribach(rdgormanusa.com) Philip Orgill Thomas J.Westhoff, CET Field Technician Reviewed By 5020 County Road 154 'VVV�� Glenwood Springs,CO 81607 Phone:970-945-7988 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com CONSTRUCTION ACTIVITY REPORT Client: Gorman & Company, Inc. Job No.: 109 310E Day: Wednesday Attn: Rob Padley Date: 10/22114 200 N. Main Street Report No.: 13 Page: 1 of 1 Oregon,Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West, Vail, Colorado _ ____ ... ___- _ . ___ _._ -----.__ . __ ._ Weather: Partiy cloudy, calm, dry Temperature: 53°F at 11:00 am _ _,._ .._..__.., . Contractor's Construction Activities: Schofield was exposing an existing storm culvert at the northeast corner of the site and was preparing to set a new manhole at the time of our site visit. Equipment in Use: trackhoe , _ . . .. .. .. . ......_.�_ .. HP Geotech's Site Activities: We visited the site today to observe earthwork operations and to perform compaction testing. No backfill was being placed and no tests were performed this date. . _� __ _ __ . m�_._.. . �. ._ Verbal Communication: Lee with Schofield informed us that no backfill would be placed today and to return tomorrow. _ _ ._ . distribution: Gorman 8 Company,Inc.—Rob Padley(rpadlev(a�caormanusa.com) Gortnan 8 Company,Inc.—Matt Bribach(mbribachGdportnanusa.com) Philip Orgill Thomas J. Westhoff, CET Field Technician Reviewed By p 5020 County Road 154 �VVV�� Glenwood Springs, CO 81601 r - Phone: 970-945-7988 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com _ CONSTRUCTION ACTIVITY REPORT Client: Gorman & Company, Inc. Job No.: 109 310E Day: Thursday Attn: Rob Padley Date: 10/23/74 200 N. Main Street Report No.: 14 Page: 1 of 1 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 7280 N. Frontage Road West,Vail, Colorado ____.�___..._ ___.. ,. _____ _ _ _ __._ �_. . _._.__m.__... . , _.,.. Weather: Partly cloudy, calm, dry Temperature: 52°F at 11:00 am -----� __.__.._.. .... . . _ _. Contractor's Construction Activities: Schofield was working at the waterline tie m at the time of our site visit. Equipment in Use: trackhoe ___.__.,._ _ . . __ . ..._._..._ ,.. . ._,_ HP Geotech s Site Activities. We visited the site today to observe earthwork operations and to perform compaction testing. No backfill was being placed and no tests were performed this date. ____ . __.. . . _ ___...__ ___ ...e__. _. Verbal Communication: Lee with Schofield informed us that it was unlikely that they would place backfill any time soon. __ -- _ .___ _ .. distribution: Gorman 8 Company,Inc.-Rob Padley(rpadlevC�aormanusa.com) Gorman 8 Company,Inc.-Matt Bribach (mbribach(dqormanusa.com) Philip Orgill Thomas J. Westhoff, CET Field Technician Reviewed By r 5020 County Road 154 �VVV�� _ GlenwoodSprings, C081607 ' " '.' Phone:970-945-7988 Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com _ . CONSTRUCTION ACTIVITY REPORT Client: Gorman General Contractors, LLC Job No.: 109 310E Day: Monday Attn: Rob Padiey Date: 11/17/14 200 N. Main Street Report No.: 20 `Page: 1 of 2 Oregon,Wisconsin 53575 Project: Lions Ridge Apartment Homes, 7280 N. Frontage Road West,Vail, Colorado . _.. _...____- -- _ _ _ _ _ --- .. --_..__.__,—. Weather: Clear, calm, dry Temperature: 6°F at 9:45 am . _...,v... _ .. .... .,.. _.__ . , ... ...,_. . _.._ ...__...___.,., Contractor's Construction Activities: Insulated blankets covering footing grade at Building 2 were removed to allow for evaluation of wetting to footing areas from recent weather. Equipment in Use: ground heater, insulated blankets _. _ . ._�_.. __. °°-,.�..� _._._.__n__� ... HP Geotech's Site Activities: As requested by Matt Bribach with Gorman, we vis�ted the site this morning and observed the soil conditions at footing grade at Building 2. We performed 3 compaction tests at footing grade. The tests met minimum project compaction specifications and are presented on Page 2. We did observe isolated soft wet areas in low spots where the snow had melted and wetted the footing subgrade.We also observed that snow melt water had collected along the west end of the building footprint _.. ...._.�.. r._.__. _.... .... . .... _e...__._ . . ._._._,.__._... Verbal Communication: We informed Matt Bribach of our observations and recommended removing excessively wetted soils from footing grade as needed and replacing with additional concrete or suitable granular fill compacted to 100% of standard Proctor. distribution: _ _ _. . _,... _, Gorman General Contrectors, LLC—Rob Padley(rpadlevCrDgormanusa.com) Gorman General Contractors, LLC—Matt Bribach(mbribachCo�gortnanusa.com) Philip Orgill Thomas J. Westhoff, CET Field Technician Reviewed By r_ 5020 County Road�54 �V V V��, l Glenwood Sp�ings,Colorado 81601 Phone: 970-945-7988 ` `�� - '�'HEPWORTH�-PAWCAK�GEOTECHNICAL- � � - Fax: 970-945-8454 �.�.. . - .. . '::.... . ... . :`hPaeo(�hoaeotech.com � Earthwork Compaction Testing Report Client: Gorman General Contractors, LLC Job No.: 109 310E Day: Monday Attn: Rob Padley Date: 11/77/14 200 N. Main Street Report No.: 20 Page: 2 of 2 Oregon,Wisconsin 53575 Project: Lions Ridge Apartment Homes, 7280 N. Frontage Road West, Vail, Colorado Weather: Clear, calm, dry Temperature: 6° at 9:45 am Earthwork Contractor: Schofield Equipment Used: trackhoe, loader, vibratory sheepsfoot roiler Description of Earthwork Building 2 footing subgrade was tested as part of storm damage evaluation. Tested: Tests indicated acceptable compaction. Verbal Communication: Matt Bribach with Gorman was informed of our test results and observations. Placement and Compaction Procedure: Observed during placement by HP Geotech Lift Thickness: 1' Max. Rock Size: 5" Moisture Conditioning: water truck Compactor(s) Used: vibratory sheepsfoot roller Number of Passes: Nuclear Gau e Moisture/Densi Test Results Location Field Dry Field Field Min. Test Depth or Densit Moisture Com Comp. Proctor No. Elev. Y Co�ntent �o �p Re q. Lab No. Building 2 �P�fl �a �0 /o 1 southeast corner footing 176.9 13.4 100 100 201-14 grade 2 50'west of southeast corner footing 177.6 14.0 100 100 207-14 grade 3 center footing 119.2 13.3 102 100 201-14 grade Proctor Sample Reference: Lab No. Method Description Max. Dry Opt. Dens. (%) Moist. (% 201-74 ASTM D 698 Silty Sand with Gravel 117.3 12.2 THIS REPORT PRESENTS OPINIONS AS A RESUIT OF OUR OBSERVATIONSOF FILL PLACEMENT,WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENOED COMPACTIVE EFFORTAND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR�ENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIALACCORDANCE WITH ASTM D 6938. Distribution: Gorman General Contractors, LLC—Rob Padley(rqadlev(rDaormanusa.com) Gorman General Contractors, LLC—Matt Bribach(mbribach(dqormanusa.com) � Philip Orgiil Thomas J. Westhoff, CET Field Technician Reviewed By 5020 County Road 154 ��i_. Glenwood Springs, CO 81607 R " '" 'Phone:`970-945-7988 ` ° Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com _ _ _ _ CONSTRUCTION ACTIVITY REPORT Client: Gorman 8� Company, Inc. Job No.: 109 370E Day: Wednesday Attn: Rob Padley Date: 11/19/14 200 N. Main"Streef Report No.: 21 'Page: 1 of2 Oregon,Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West,Vail, Colorado _ _ __ . _.... _ __ _ _ _ _. .___---- __.._.._ _. . Weather: Partiy cloudy, calm, dry Temperature: 32°F at 10 00 am , .. ... �. .� ___. .,. ..,._...� . ,.._�._.._...... _ Contractor's Construction Activities: Schofield was placing and compacting underslab backfill at Building 1. The Building 2 footprintwas blanketed and being heated with ground heater Equipment in Use: trackhoe, 2loaders, vibratory double drum roiler, blankets, ground heater _. . ..._---.--- _____ __. ---.___._ _._._ _____ HP Geotech's Site Activities: As requested by Matt Bribach with Gorman, we visited the site and observed bearing conditions at the lower west end of the Buiiding 2 footprint that were previously noted to be soft and wet with ponded water. This area was still unstable with mud and ponded water. We also performed compaction testing in Building 1 underslab backfill. Results were acceptable and are presented on Page 2. _.,.. . . _ _ _ ..w _ _ . ...w__ ._ .. . ..., , . ._ . Verbal Communication: We informed Matt of our observations. We recommended removal of the wet areas down to firm and stable subgrade and replacement with suitable granular material compacted to 100 percent compaction at near optimum moisture.We also suggested that the blankets be removed during daylight hours when conditions are favorable for drying. . _ _.. __ __ _....._...._._ .. distribution: Gorman&Company, Inc.—Rob Padley(rpadlevC�aormanusa.coml Gorman B Company, Inc.—Matt Bribach (mbribach(dqormanusa.com) Philip Orgill Thomas J. Westhoff, CET Field Technician Reviewed By 5020 County Road 154 �VVV�� Glenwood Springs,Coloredo 81607 Phone:970-945-7988 Fax:970-945-8454 � � ' -�°-�' HEPWORTH-PAWLAK GEOTECHNICAL � - - �� - � � - �° • �-- �� - - •�hpqeoa(�.hoqeotech.com � Earthwork Compaction Testing Report Client: Gorman � Company, lnc. Job No.: 109 310E Day: Wednesday Attn: Rob Padiey Date: 11/19/14 200 N. Main Street Report No.: 21 Page: 2 of 2 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 7280 N. Frontage Road West, Vail, Colorado Weather: Partly cloudy, calm, dry Temperature: 32° at 10:00 am Earthwork Contractor: Schofield Equipment Used: trackhoe, 2 loaders, vibratory double drum roller Description of Earthwork Building 1 underslab backfill was being placed and compacted. Tests indicated Tested: acceptable compaction. Verbal Communication: We informed Lee with Schofield of our test results and observations. Placement and Compaction Procedure: Observed by HP Geotech.- - Lift Thickness: 1' Max. Rock Size: 5" Moisture none added Conditioning: Compactor(s) Used: vibratory double drum roller Number of Passes: 4-5 Nuclear Gau e Moisture/Densi Test Results Location Field Dry Field Field Min. Test Depth or Densit Moisture Com Comp. Proctor No. Building 7 Elev. �p�fl y Content �o�o P� Req. Lab No. underslab backfill % � (%) 1 20' northwest of southeast corner subgrade 116.6 9.9 99 95 201-14 2 75' northeast of southwest corner subgrade 175.0 10.1 98 95 201-14 3 center 1' below 118.3 9.7 100 95 201-14 subgrade Proctor Sample Reference: Lab No. Method Description Max. Dry Opt. Dens. % Moist. % 201-14 ASTM D 698 Silty Sand with Gravel 117.3 72.2 THIS REPORT PRESENTS OPINIONS AS A RESULTOF OUR OBSERVATIONSOF FILL PLACEMENT,WE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMEN�ED COMPACTIVE EFFORT AND MOISTURE TO FILL�URING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METH00 OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM 0 6938. Distribution: Gorman&Company, Inc.—Rob Padley(rpadlevC�aormanusa.coml Gorman 8 Company, Inc.—Matt Bribach(mbribach(dqormanusa.com) � Philip Orgill Thomas J. Westhoff, CET Field Technician Reviewed By 5020 County Road 754 �VVV�� Glenwood Springs,Coloredo 87601 Phone:970-945-7988 Fa�c:970-945-8454 HEPWORTH-PAWCAKGEOTECHNICAL..-..... .-�._-- .-..,-.. .. .�. - .. �-.... . . `.IiPqeo(rJhoaeotecFi.com .............. . .. . Earthwork Compaction Testing Report Client: Gorman 8�Company, Inc. Job No.: 109 310E Day: Thursday Attn; Rob Padley Date: 11/20/14 200 N. Main Street Report No.: 22 Page: 1 of 7 Oregon,Wisconsin 53575 Project: Lions Ridge Apartment Homes, 7280 N. Frontage Road West, Vail, Colorado Weather: Partly cloudy, calm, dry Temperature: 33° at 10:00 am Earthwork Contractor: Schofield Equipment Used: trackhoe, 2 loaders, vibratory double drum roller Description of Earthwork Schofield had removed and replaced footing grade along the west end of Tested: Building#2 and was performing underslab backfill at Building#1. Compaction was adequate based on our test results and observations. Verbal Communication: We informed Matt Briback with Gorman and Lee with Schofield of our test results and observations. -- - Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 1' Max. Rock Size: 5" Moisture none added Conditioning: Compactor(s) Used: vibratory doubie drum roller Number of Passes: 4-5 Nuclear Gau e Moisture/Densi Test Results Location Field Dry Field Field Min. Test Depth or Moisture Comp. Proctor No. Elev. Density Content Comp. Req. Lab No. �p�� % �/o) % � Building 7 underslab backfill,25' 2' below 115.6 11.6 99 95 201-14 southwest of northeast corner subgrade Z Building 1 underslab backfill, 20' subgrade 118.1 11.9 700 95 201-74 southeast of northwest corner 3 Building 1 underslab backfill, 10' 1' below 774.7 10.3 98 95 201-14 north of center subgrade 4 Building#2,southwest corner footing 117.0 72.8 100 100 201-14 grade 5 Building#2,southeast corner footing 118.7 13.0 107 100 201-14 grade Proctor Sample Reference: Lab No. Method Description Max. Dry Opt. Dens. % Moist. % 201-14 ASTM D 698 Sil Sand with Gravel 117.3 12.2 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR OBSERVATIONSOF FILL PLACEMENT,WE HAVE REIIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDEO COMPACTIVE EFFORT ANO MOISTURE TO FILL�URING THE TIMES NMEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR OENSOMETER METHO�OF TESTING WFS USE�IN SUBSTANTIAL ACCORDANCE WITH ASTM D 6938. Distribution: Gorman 8 Company, Inc.—Rob Padley(rpadlev(daormanusa.com) Gortnan 8 Company, Inc.—Matt Bribach (mbribach(dgormanusa.com) � Philip Orgill Thomas J. Westhoff, CET Field Technician Reviewed By