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Home My WebLink AboutObservation of Excavationr,FNkkR�,. y 2789 Riverside Parkway Client: Rob Ashcraft Grand Junclian, CO, 81501 PO Box 867 Huddleston-Berry (970) 255•8005 Carbondale Engineering & Testing, LLC l esrn+x+r wn CO 81623 SOIL OBSERVATION REPORT Project: Parcel 239503309026 Appr gal: Project Nu m be r: 02585 - 0001 Technician: nanuelAragon teviewed black Fr Work Order No: 86767 3bservation Date: July 12, 2023 Review Date: July 25, 2023 Geotechnical Report Title: Parcel 239503309026 Geotechnical Report Author: HBET Geotechnical Report No & Da 5-0001 12/7/2022 Geotechnical Report Bearing Capaclt sf: 2000 Development or Lot Specific Re rt: Lot , tc Sub -Contractor: Rob Ashcraft On Site Notification: Foundation Type: Footing / Stem Wall Proof -roll equipment: Walk behind trench compactor Excavation Limits, ft: by Soil Type Observed: class 6 N EGauge & Date of Calibration: 17410 9/9/22 E roposed Type of Structural Fill for Next Lift: NA c Density Counts: 1568 c 0 Anticipated Thickness of Structural Fill, ft: 0 U Moisture Counts: 610 FXI Lance below Existing Ground and location of measurement, in: Municipality: Glenwood *Surveying and elevation validation are outside of the scope of work and were not performed by HBET. Lab #: 23-0421 Max. Dry Density, pcf: 134.5 Opt. Moisture, %: 6.5 laterial Classification: 3/4" base course Location LL v N y= D a ai w c o a Q F m > � N IL c CSv 1 Not Applicable 0 0 Proof -roll 2 N spot footing 0 0 132.2 6.7 6 98% 3 S spot footing 0 0 128.2 7.2 6 95% 4 South Section 0 0 129.0 7.5 6 96% 5 West Section 0 0 131.1 5.8 6 97% Com m ents: Proctor Type: D1557 C Specification: 95 , -2 to +2 D1557 Y u Remarks / rn Rock Corrected Proctor Values: Pass Not Applicable Pass 134.5 pcf @ 6.5 % Moisture Pass 134.5 pcf @ 6.5 % Moisture Pass 134.5 pcf @ 6.5 % Moisture Pass 134.5 pcf @ 6.5 % Moisture 0 1913 2789 Riwrside Parkmy Client: Rob Ashcraft Huddlestan-Berry Grand Junction, CO, 81501 PO Box 867 Enginecring.Y� rc,vtiog, LLC' ts7oizaseoos Carbondale In40.7011W CO 81623 SOIL OBSERVATION REPORT Project: Parcel 239503309026 Approval: On -going Testing is Required Project Number: 02585 - 0001 Technician: Emanuel Aragon teviewed by: Pam black Work Order No: 86767 observation Date: July 12, 2023 Review Date: July 25, 2023 Geotechnical Report Title: Parcel 239503309026 Sub -Contractor: Rob Ashcraft Geotechnical Report Author: HBEr On Site Notification: Geotechnical Report No & Date: 02585-0001 12/7/2022 Foundation Type: Footing / Stem Wall Geotechnical Report Bearing Capacity, psf: 2000 Proof -roll equipment: Walk behind trench compactor Development or Lot Specific Report: Lot Specific Excavation Limits, ft: by Soil Type Observed: class 6 nGauge & Date of Calibration: 17410 9/9122 N L� E roposed Type of Structural Fill for Next Lift: class 6 0 Density Counts: 1568 c Anticipated Thickness of Structural Fill, ft: 1 v F 7x Moisture Counts: 610 Lance below Existing Ground and location of measurement, in: Municipality: Glenwood * Surveying and elevation validation are outside of the scope of w ork and w ere not performed by HBEf. Lab #: 23-0421 Max. Dry Density, pcf: 134.5 Opt. Moisture, %: 6.5 Proctor Type: D1557 C laterial Classification 3/4" base course Specification: 95 , -2 to +2 D1557 N rT+ y w Location: _ .N U my p'a Remarks a URock Corrected Proctor or Values: aO g gN 1 Not Applicable 1 0 Proof -roll Pass Not Applicable 2 North Section -1 0 131.3 7.2 6 98% Pass 134.5 pcf @ 6.5 % Moisture 3 East Section -1 0 129.7 6.3 6 96% Pass 134.5 pcf @ 6.5 % Moisture 4 South Section -1 0 129.9 6.8 6 97% Pass 134.5 pcf @ 6.5 % Moisture 5 West Section -1 0 132.4 6.2 6 98% Pass 134.5 pcf @ 6.5 % Moisture Com m ents: 7-' 2 2769 Riwrside Parkmy Client: Rob Ashcraft Grand Junction, CO, 81501 = Huddleston-Berry PO Box 867 (970) 255-8005 4E Engineering & Testing, LLC: Carbondale �_S lnfIwCi7iR41d1!]Mry[pn CO 81623 SOIL OBSERVATION REPORT Project: Parcel 239503309026 Approval: On -going Testing is Required Project Number: 02585 - 0001 Technician: Emanuel Aragon teviewed by: Pam black Work Order No: 86676 observation Date: July 7, 2023 Review Date: July 25, 2023 Geotechnical Report Title: Parcel239503309026 Sub -Contractor: Geotechnical Report Author: HBET On Site Notification: Rob Ashcraft Geotechnical Report No & Date: 02585-0001 12/7/2022 Foundation Type: Footing / Stem Wall Geotechnical Report Bearing Capacity, psf: 2000 Proof -roll equipment: Walk behind trench compactor Development or Lot Specific Report: Lot Specific Excavation Limits,ft: by Soil Type Observed: class 6 toEIGauge & Date of Calibration: 17410 9/9/22 roposed Type of Structural Fill for Next Lift: class 62 E Density Counts: 1568 Anticipated Thickness of Structural Fill, ft: 2 c 0 Moisture Counts: 604 Lance below Existing Ground and location of measurement, in: Municipality: Glenwood *Surveying and elevation validation are outside of the scope of work and were not performed by HBET. Lab #: 23-0421 Max. Dry Density, pcf: 134.5 Opt. Moisture, %: 6.5 Proctor Type: D1557 C laterial Classification: 3/4" base course Specification: 95 , -2 to +2 D1557 w Location: 1 Not Applicable 2 North Section 3 East Section 4 South Section 5 West Section Comments: u r G7 Qs a m oca T °a c' m a, - p -2 0 Proof -roll -2 0 127.9 5.8 6 95% -2 0 131.6 7.2 6 98% -2 0 133.0 7.0 6 99% -2 0 129.4 5.5 6 96% to u Remarks / Rock Corrected Proctor Values: Pass Not Applicable Pass 134.5 pcf @ 6.5 % Moisture Pass 134.5 pcf @ 6.5 % Moisture Pass 134.5 pcf @ 6.5 % Moisture Pass 134.5 pcf @ 6.5 % Moisture 7-7 tituNr� C Huddleston-Be ht Engineering & 'resting, LLC 2789 Riverside Parkway r Grand Junction, CO, 81501 J (970) 25"005 nlo��,ud�m,ast�rnGwn SOIL OBSERVATION REPORT Client: Rob Ashcraft PO Box 867 Carbondale CO 81623 Project: Parcel 239503309026 Approval: On -going Testing is Required Project Number: 02585 - 0001 Technician: Alex Brown teviewed by: Pam black Work Order No: 86628 31lbservation Date: July 5, 2023 Review Date: July 25, 2023 Geotechnical Report Title: Parcel239503309026 Sub -Contractor: Geotechnical Report Author: HBET On Site Notification: Rob Ashcroft Geotechnical Report No & Date: 02585-0001 12/7/2022 Foundation Type: Mono -Slab Geotechnical Report Bearing Capacity, psf: 2000 Proof -roll equipment: Walk behind trench compactor Development or Lot Specific Report: Lot Specific Excavation Limits, ft: by Soil Type Observed: Native (CL) N nGauge &Date of Calibration: 4335 9/9/22 E roposed Type of Structural Fill for Next Lift: Gass 6 0 � Density Counts: 2603 Anticipated Thickness of Structural Fill, ft: 1 c 0 0 Moisture Counts: 711 Lance below Existing Ground and location of measurement, in: Municipality: Glenwood *Surveying and elevation validation are outside of the scope of work and were not performed by HBET. Lab #: 22-0946 Max. Dry Density, pcf: 105.5 Opt. Moisture, %: 15.5 Proctor Type: D698 A laterial Classification: (CL) Specification: Proof -Roll # Location: > N a o a to o N o a c' m a Remarks / F m Rock Corrected Proctor Values: 0 1 Bottom of footing excavations -3 - Proof -roll Pass No Deflection Observed 2 Northeast Section -3 30 116.2 9.5 .. .. .. .... 6 98% Pass 118.5 pcf @ 11.5 % Moisture 3 North Section -3 10 106.1 12.3 6 97% Pass 109.8 pcf @ 14.2 % Moisture 4 Center of House -3 20 110.7 14.5 6 97% Pass 114.2 pcf @ 12.8 % Moisture 5 West Section -3 10 106.3 13A 6 97% Pass 109.8 pcf @ 14.2 % Moisture Comments: Did 2 additional Tests @ the South West and East areas of the pad as well. South West= 102.0@14.4% w / a 0% coreection needed -AND- East= 114.9@11.5 w / a 30% correction. 7•-5-23 JrtFF 2789 Riverside Parkway Grand Junction, CO, 81501 1 Huddleston-Berry Engineering St 'Pelting, LLC (970)255-8005 � nG�lyxkilesfrnlranti�nrn REVIEW of CONSTRUCTION Client: Rob Ashcraft PO Box 867 Carbondale CO 81623 Project: Parcel 239503309026 Type of Work: Soil Project Number: 02585 - 0001 Technician: Jesse Lueras Reviewed by: Jesse Lueras Work Order No: 86530 Observation Date: June 28, 2023 Review Date: June 28, 2023 General Contractor: Subcontractor: Explanation: On Site Notification: A representative of Huddleston Berry Engineering and Testing (HBET) arrived on site as requested to observe the open hole excavation. Contractor did not scarify and moisture condition the bottom along with the excavation not being wide enough at the northwestern section of the trenches. There were also large boulders that required removal. Reinspection required. Diagrams: