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HomeMy WebLinkAboutObservation of Excavation 04.12.20232789 Riverside ParWay Client: Patrick Jurmu Grand Junction, CO, 81501 PO Box 924 Huddleston-Berry • JIL"Enginccring& Ccsling, LLC (970) 255-8005 Silt (IrJOAIuddostd *"nYi: n CO 81652 •- c SOIL OBSERVATION REPORT Project: 41 Spring View Drive Approval . Project Number: 02469 - 0001 Technician: Emanuel Aragon teviewed by: Jess Bras Work Order No: 84966 )bservation Date: April 12, 2023 Review Date: April 12, 2023 Geotechnical Report Title: Geotechnical investigation 41 sl Sub -Contractor: JJJ Geotechnical Report Author: HBEF On Site Notification: Geotechnical Report No & Date: 02469-0001 5/19/2022 Foundation Type: Footing / Stem Wall Geotechnical Report Bearing Capacity, psf: 1500 Proof -roll equipment: Development or Lot Specific Report: Lot Specific Excavation Limits, ft: by Soil Type Observed: native/ base course Vl Gauge & Date of Calibration: 17410 9/9/22 osed T £ ro p Type of Structural Fill for Next Lift: NA Density Counts: 1570 c Anticipated Thickness of Structural Fill, ft: 0 V Moisture Counts: 617 Lance below Existing Ground and location of measurement, in: Municipality: Garfeild " Surveying and elevation validation are outside of the scope of w ork and w ere not performed by HBET. Lab #: 23-0182 Max. Dry Density, pcf: 136.0 Opt. Moisture, %: 6.5 Proctor Type: D1557 C laterial Classification: 3/4" base course Specification: 95 , -2 to +2 D1557 Location r 1 Not Applicable 2 Northw est Section 3 Northeast Section Comments: LL d Proof -roll 0 0 130.3 5.3 6 96% 0 0 133.6 4.9 6 98% r C1 Remarks / rn Rock Corrected Proctor Values: Pass Not Applicable Pass 136 pcf @ 6.5 % Moisture Pass 136 pcf @ 6.5 % Moisture 4-12B _.[iMEF 2789 Riverside Parkway r Grand Junction, CO, 81501 Huddleston-Berry i970l 255-8005 .�2 Engineering 4 I'csling, LLC i�, t$' ,rA0.rQZFrxlderinnberrvcam •- c SOIL OBSERVATION REPORT Client: PatrickJurmu PO Box 924 Silt CO 81652 Project: 41 Spring View Drive Approval.�� Project Number: 02469 - 0001 Technician: Emanuel Aragon teviewed by: Je a eras Work Order No: 84966 observation Date: April 12, 2023 Review Date: April 12, 2023 Geotechnical Report Title: Geotechnical investigation 41 sl Geotechnical Report Author: HBET Geotechnical Report No & Date: 02469-0001 5/19/2022 Geotechnical Report Bearing Capacity, psf: 1500 Development or Lot Specific Report: Lot Specific Sub -Contractor: JJJ On Site Notification: Foundation Type: Footing / Stem Wall Proof -roll equipment: Excavation Limits, ft: by Soil Type Observed: native/ base course a Gauge & Date of Calibration: 17410 9/9/22 E roposed Type of Structural Fill for Next Lift: NA c o FX I Density Counts: 1570 0 Anticipated Thickness of Structural Fill, ft: 0 u � Moisture Counts: 617 Lance below Existing Ground and location of measurement, in: Municipality: Garfeild Surveying and elevation validation are outside of the scope of work and were not performed by HBET. Lab #: 22-0339 Max. Dry Density, pcf: 115.0 Opt. Moisture, %: 14.5 Proctor Type: D698 A laterial Classification: Sandy Lean Gay Specification: 95 , -2 to +2 D698 w Location: NCL a o N' c r v y Remarks / F 0 $, a 0 IL V° m Rock Corrected Proctor Values 1 Not Applicable Proof -roll Pass Not Applicable 2 Southeast Section 0 0 113.3 12.9 6 99% Pass 115 pcf @ 14.5 % Moisture 3 Southw est Section .0 0 109.6 13.0 6 95% Pass 115 pcf @ 14.5 % Moisture Comments: 4-12 �tirtir rF 2789 Riverside Parkway Client: Patrick Jurmu = Grand Junction, CO, 81501 PO Box 924 Hud(fleston-Berry l970l zss-aoos Silt Enginccr€ng& TeMin_ LLC: inLo2MxkAE,s kxdy,rrYcam CO 81652 SOIL OBSERVATION REPORT Project: 41 Spring View Drive Approval: On -going Testing is Required Project Nu ber: 02469 - 0001 Technician: Emanuel Aragon teviewed by: Jesse Lueras Work Order No: 84947 )bservation Date: April 11, 2023 Review Date: April 12, 2023 Geotechnical Report Title: Geotechnical investigation 41 sl Sub -Contractor: JJJ Geotechnical Report Author: HBET On Site Notification: Geotechnical Report No & Date: 02469-0001 5/19/2022 Foundation Type: Footing / Stem Wall Geotechnical Report Bearing Capacity, psf: 1500 Proof -roll equipment: Full capacity loader Development or Lot Specific Report: Lot Specific Excavation Limits, ft: by Soil Type Observed: Sandy lean clay m ZGauge & Date of Calibration: 17410 9/9/22 E roposed Type of Structural Fill for Next Lift: sandy lean clay ° � Density Counts: 1575 c 0 Anticipated Thickness of Structural Fill, ft: 1 u 1E Moisture Counts: 610 Lance below Existing Ground and location of measurement, in: 12 Fast bank Municipality: Garfeild Surveying and elevation validation are outside of the scope of w ork and w ere not performed by HBET. Lab #: 22-0339 Max. Dry Density, pcf: 115.0 Opt. Moisture, %: 14.5 Proctor Type: D698 A laterial Classification: Sandy Lean Gay Specification: 95 , -2 to +2 D698 Location: x` > �e T'yw 0 0 c o �r o .. a E c d 0 Remarks / r $, xs 0 xi v ° Rock Corrected Proctor Values: 1 Not Applicable -1 0 Roof -roll Pass Not Applicable 2 North Section -1 Q 114.1 12.7 6 99% Pass 115 pcf @ 14.5 % Moisture 3 Fast Section -1 0 111.0 15.0 6 97% Pass 115 pcf @ 14.5 % Moisture 4 South Section -1 0 111.5 15.5 6 97% Pass 115 pcf @ 14.5 % Moisture 5 ««. West Section •• .... .......................... »................................. -1 0 -... ........... 109.0 » ..._...._..._... 14.1 .........w......_... 6 95% ......... Pass .....I.......',. 115 pcf @ 14.5 % Moisture '. "-...,..,..............._...._............... ..» Comments: 4-11 B 2789 Riverside ParWvay Client: Patrick Jurmu Huddleston-Berry Grand Junction, CO, 81501 PO Box 924 1 Enginecring u resting, LLC (970)25 8005 Silt inTaJiftKWeslmherr ffn CO 81652 SOIL OBSERVATION REPORT Project: 41 Spring View Drive Approval: On -going Testing is Required Project Number: 02469 - 0001 Technician: Emanuel Aragon teviewed by: Jesse Lueras Work Order No: 84947 observation Date: April 11, 2023 Review Date: April 12, 2023 Geotechnical Report Title: Geotechnical investigation 41 sl Sub -Contractor: JJJ Geotechnical Report Author: HBEr On Site Notification: Geotechnical Report No & Date: 02469-0001 5/19/2022 Foundation Type: Footing / Stem Wall Geotechnical Report Bearing Capacity, psf: 1500 Proof -roll equipment: Full capacity loader Development or Lot Specific Report: Lot Specific Excavation Limits, ft: by Soil Type Observed: Sandy lean clay Ln FIGauga & Date of Calibration: 17410 9/9/22 E roposed Type of Structural Fill for Next Lift: sandy lean clay o Density Counts: 1575 c 0 Anticipated Thickness of Structural Fill, ft: 2 u Moisture Counts: 610 Lance below Existing Ground and location of measurement, in: Municipality: Garfeild Surveying and elevation validation are outside of the scope of w ork and w ere not performed by HBET, Lab #: 22-0339 Max. Dry Density, pcf: 115.0 Opt. Moisture, %: 14.5 Proctor Type: D698 A laterial Classification: Sandy Lean Gay Specification: 95 , -2 to +2 D698 PI r y Location: a o a An c E o Remarks I F w > o a s v m Rock Corrected Proctor Values: �' 1 Foundation Pad -2 0. Proof -roll Pass No Deflection Observed 2 North Section -2 0 112.2 13.1 6 98% Pass 115 pcf @ 14.5 % Moisture 3 East Section -2 0 109.7 12.8 6 95% Pass 115 pcf @ 14.5 % Moisture 4 South Section -2 0 109.9 15.0 6 96% Pass 115 pcf @ 14.5 % Moisture 5 West Section -2 0 113.7 14.4 6 99% Pass 115 pcf @ 14.5 % Moisture Comments: 4-11 m _ 0 % OL � 2 } ! [ CN l k ) k w co ) | o ƒ ! ! R \ _ ) - k } | ( | - m 0 \ 2 ? co & \ ��Sneen / a \/ / 1 LL ; S o E k m § :0/03 `mpg wo � | 2( ! }cm : 7 _ k ! o \ _ k _ cm { ' � ! :u� as S \ \ \ \ ® / / \ } M G ] @ If Lq k | | � | C 04- 332a \ /|\ { . + IL %`ejmmow \ |Lq 3 ] [ Cl) . 7 r '® ! C( } L o �Q %\! 2 CD } emma %a s ao c c o 1 c ) k k :l { k ] 0 ` da and / ) m m ( m ] k $ qj @ } § ) } § 0 ■ § ' § : R J. ] } :. luol n j e!, ^ l m:, ~ � | , � ! � ] w o 0! ! © ! f! E 2 f! ) \ ! | ! : ! o [ ! § § } § ( 0 s 2 � ƒ � \ j y\ o{ n \ ) § k § ) [ 2 v � 7 J § J ! | a » | E [ ° _ CN \ r \ _ ( 2789RiersideParkway Client: PatrickJurmu r ~ •i Huddleston-Berry Grand Junction, CO, 81501 PO Box 924 Engineering & Testing, LLC (970) 255-8005 Silt WMhurl iW nberrycom CO 81652 REVIEW of CONSTRUCTION Project: 41 Spring View Drive Type of Work: Soil Project Number: 02469 - 0001 Technician: Jesse Lueras Reviewed by: Jesse Lueras Work Order No: 84832 Observation Date: April 6, 2023 Review Date: April 12, 2023 General Contractor: Subcontractor: Explanation: On Site Notification: A representative of Huddleston Berry Engineering and Testing (HBET) arrived on site as requested to test the soils. Testing was not satisfactory due to excessive moiture in areas and not enough compaction effort. In addition, the excavation limits were checked and it was determined that the contractor does not meet the excavation limits required. It was advised to take the lift back to the bottom and expand the perimeter by 2 additional feet. Continued inspections required. Diagrams: 4/6 _ 2789RiNersideParkway Client: PatrickJurmu Huddleston-Berry 1 Grand Junction, CO, 81501 PO BOX 924 Engineering &e Testing, LLC (970) 2558005 Silt c infaIDlnxldestmhcrrvcun CO 81652 SOIL OBSERVATION REPORT Project: 41 Spring View Drive Approval: On -going Testing is Required Project Number: 02469 - 0001 Technician: David Miller teviewed by: Jesse Lueras Work Order No: 84798 observation Date; 4-5 Review Date: April 12, 2023 Geotechnical Report Title: Geotechnical investigation 41 sl Sub -Contractor: Geotechnical Report Author: HBEF On Site Notification: Pattrick Geotechnical Report No & Date: 02469-0001 5/19/2022 Foundation Type: Footing / Stem Wall Geotechnical Report Bearing Capacity, psf: 1500 Proof -roll equipment: Walk behind trench compactor Development or Lot Specific Report: Lot Specific Excavation Limits, ft: by Soil Type Observed: Sandy Lean Gay w Gauge & Date of Calibration: 28667 9/9/22 ro osed Ty pe ype of Structural Fill for Next Lift: 3/4 Base ° FX Density Counts: 1854 Anticipated Thickness of Structural Fill, ft: 2' c 0 V Moisture Counts; 488 Lance below Existing Ground and location of measurement, in: 24 East bank Municipality: Surveying and elevation validation are outside of the scope of w ork and w ere not performed by HBET. Lab #: 22-0339 Max. Dry Density, pcf: 115.0 Opt. Moisture, %: 14.5 Proctor Type: D698 A laterial Classification: Sandy Lean Gay Specification: 95 , -2 to +2 D698 �ECL w Location: y e w o c« E� v Remarks / F o $+ a o a` o. o ° Rock Corrected Proctor Values: 1 Structural Fill for Footings -2 0 Proof -roll Pass No Deflection Observed 2 Northw est Section -2 0 111.1 13.2 8 97% Pass 115 pcf @ 14.5 % Moisture 3 Southeast Section -2 0 109.5 13.6 8 95% Pass 115 pcf @ 14.5 % Moisture 4 Southwest Section -2 0 110.6 13.0 8 96% Pass 115 pcf @ 14.5 % Moisture 5 Northeast Section -2 .0 112.0 13.4 8 97% Pass 115 pcf @ 14.5 % Moisture Comments: 45 rGl_ 2789 Riverside Parknay ti. r / • Grand Junction, CO, 61501 d Hudleston-evy l B(970) 255-8005 Engineering & Testing, LLC ��__� I huddlmsfAr�Grr REVIEW of CONSTRUCTION Project: 41 Spring View Drive Project Number: 02469 - 1 Technician: Kelsey Collard Work Order No: 84662 Observation Date: March 29, 2023 General Contractor: Subcontractor: Explanation: Client: Patrick Jurmu PO Box 924 Silt CO 81652 type of Work: Reviewed by: Jesse Lueras Review Date: April 12, 2023 On Site Notification: A representative of Huddleston Berry Engineering and Testing (HBET) arrived on site as requested to take density tests on the BOH, upon arrival contractor had already put in 2 ft of fill consisting of native soils on one half and 3/4" basecourse on the other half. I pulled a proctor of the basecourse as we do not hake it on file. Areas of the native soils failed a proofroll, and due to this as well as not having a proctor for the basecourse HBET denied contractors request to accept pot holes as tests for missed lifts. For HBET to sign off on this job contractor will need to rip out all fill and start over following recommendations in the geotechnical report. (Contractor plans on having footings for his foundation) Diagrams: 3/29