HomeMy WebLinkAboutB17-0032 Special Inspection report.pdfFINAL REPORT OF SPECIAL INSPECTIONS
Pr~ect: Lionsquare Lodge Tract A
Project Location: 6 6 0 Lionshead Rd.
Owner Lionsquare Lodge
Permit Numb
Address 660 Lionshead Road City: Vail Zip: _8_1_6_5_8 __ _
Special Inspections Agency
-Desi§R Pr=offissier-iat ln-Ghafge;: GROUND Engineering Consul tan ts, Inc.
Address: PO Box 4 6 4
City: Gypsum
Fax: (970) 524-0721
State: _c_o ____ Zip: 816 3 7 Phone: ( 9 7 O) s 2 4 -O 7 2 O
E-mail: chris. hutto@groundeng.com
carl.henderson@groundeng.com
To the best of my information, knowledge, and belief, the special inspections and/or testing required for
this project, have been completed in accordance with the contract documents.
Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be
considered an integral part of this final report. Any discrepancies that were noted in all interim reports
have been corrected. *Micropiles Only -See Report 17-6529.micropile.17024-25.CL.16.ALL*
Prepared by:
Carl Henderson, P.E.
5-11-2017
Date
Preparer's Seal and Signature Required
-12-
llRDUND
ENGINEERING
Client: Jeff Armistead
10th Mountain Builders, LLC
PO Box 955
Minturn, CO 81645
Lionsquare Lodge Tract A -Micropiles
Micropile Log
Excavation Date: April 25, 2017
Installation Contractor: Venter Companies
Installation Equipment: Furukawa HCR9-GS drill rig
GROUND Pile Number 16 Plan Pile Number: N/A
Structure I Pile Location: 7/W
EXCAVATION INFORMATION
Diameter. 4 in. Start Time 3:05 pm Finish Time: 3:15 pm
Job Number: 17-6529
GROUND Pile Number: Plan Pile Number:
Structure I Pile Location
EXCAVATION INFORMATION
Diameter: in. Start Time: Finish Time:
Measurements Spec1f1cations Measurements Specifications
Existing Ground Elevation: 8100.3
Total Depth of Excavation: 11
Overburden Depth: N/A
Top of Bedrock Elevation: N/A
Depth in Bedrock: NIA
Bottom of Pile Elevation 8089.3
Top of Pile Elevation 8101.13
Total Pile Lengtti: 11.83
Type I Diameter of Casing: N/A
Casing Elevation. Top: N/A
Casing Elewition. Bottom: N/A
Deviation from Center: 0
Plumbness of Excavation: Ok
Cleanliness of Excavation: N/A
Description of Soil: Cobble
Groundwater Conditions: Unknown
Location of Obstructions: N/A
ft.
ft.
ft.
ft.
ft.
ft.
ft
ft.
ft.
ft.
N/A
N/A
N/A
N/A
N/A
N/A
N/A
ft.( min.)
ft.( min.)
ft.
ft.
tt.(min.)
max.
max.
Existing Ground Elevation:
Total Depth of Excavation
Overburden Depth
Top of Bedrock Elevation·
Depth in Bedrock
Bottom of Pile Elevation:
Top of Pile Elevation
Total Pile Length:
Type I Diameter of Casing·
Casing Elevation, Top:
Casing Elevation. Bottom·
Deviation from Center
Plumbness of Excavation
Cleanliness of Excavation:
Description of Soil:
Groundwater Conditions:
Location of Obstructions:
ft.
ft.
ft.
ft.
ft.
ft.
ft
ft.
ft.
ft.
ft.(min.)
ft.(min.)
ft.
ft
ft.( min.)
max.
max.
REINFORCING STEEL INFORMATION REINFORCING STEEL INFORMATION
Vertical Reinforcement:
Total Length:
Splice Lengths
Clearance Method: N/A
Placed
15 ft
15 ft
10 ft
GROUT INFORMATION
Date of Placement:
Start Time:
End Time:
Water Deptt1 at Time of Placement:
Theoretical Grout Volume.
Estimated Volume Placed:
Placement Method: Grout while drilling
Comments:
Field Technician Chris Leeper
Specifications
N/A
N/A
N/A
4/25/17
3:05 pm
3:15 pm
N/A
1
N/A
Ill.
cu.
cu.
ft
ft.
Placed
Vertical Reinforcement:
Total Length.
Splice Lengths:
Clearance Method.
GROUT INFORMATION
Date of Placement:
Start Time
End Time:
Water Depth at Time of Placement.
Theoretical Grout Volume:
Estimated Volume Placed:
Placement Method:
Comments.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
Specifications
in.
cu. ft.
cu. ft.
llRDUND
ENGINEERING
Client: Jeff Armistead
10th Mountain Builders, LLC
PO Box 955
Minturn, CO 81645
Lionsquare Lodge Tract A -Micropiles
Micropile Log
Excavation Date: April 25, 2017
Installation Contractor: Venter Companies
Installation Equipment: Furukawa HCR9-GS drill rig
GROUND Pile Number 14 Plan Pile Number NIA
Structure I Pile Location: 6/W
EXCAVATION INFORMATION
Diameter. 4 in. Start Time 2:13 pm Firnsh Time: 2:29 pm
Measurements
Existing Ground Elevation: 8097.1 ft.
Total Depth of Excavation: 12 ft.
Overburden Depth: NIA ft.
Top of Bedrock Elevation: NIA ft.
Depth in Bedrock: NIA ft.
Bottom of Pile Elevation: 8085.1 ft.
Top of Pile Elevation: 8097.93 ft.
Total Pile Length: 12.83 ft.
Type I Diameter of Casing: NIA
Casing Elevation. Top: NIA ft.
Casing Elevation, Bottorn: NIA ft.
Deviation from Center: 0
Plumbness of Excavation: Ok
Cleanliness of Excavation: NIA
Description of Soil: Cobble
Groundwater Conditions: Unknown
Location of Obstructions: NIA
Specifications
NIA
NIA
NIA
N/A
N/A
NIA
N/A
f\(min)
ft.( min.)
ft
ft.
ft.(m1n.)
max.
niax.
REINFORCING STEEL INFORMATION
Vertical Reinforcement:
Total Length
Splice Lengths.
Clearance Method NIA
Placed
15 ft
15 ft
10 ft
GROUT INFORMATION
Date of Placement:
Start Time:
End Time:
Water Depth at Time of Placement:
Theoretical Grout Volume
Estimated Volume Placed
Placement Method: Grout while drilling
Comments:
Field Technician Chris Leeper
Specifications
NIA
NIA
NIA
4/25/17
2:13 pm
2:29 pm
NIA Hl.
1.1 cu.
NIA cu.
ft.
ft.
Job Number: 17-6529
GROUND Pile f\Jumber: 15
Structure I Pile Location: 8/W
Plan Pile Number: NIA
EXCAVATION INFORMATION
Diameter 4 111. Start Time 2:45 pm Finist1 Time: 2:56 pm
Measurements
Existing Ground Elevation: 8100.3 ft.
Total Depth of Excavation 11.7 ft.
Overburden Depth NIA ft.
Top of Bedrock Elevation· NIA ft.
Depth in Bedrock· NIA ft.
Bottom of Pile Elevation: 8088.6 ft.
Top ot Pile Elevation 8101.13 ft.
Total Pile Length: 12.53 ft.
Type I Diameter of Casing NIA
Casing Elevation. Top: NIA ft
Casing Elevation, Bottorn N/A ft.
Deviation from Center: 0
Plumbness of Excavation: Ok
Cleanliness of Excavation: NIA
Description of Soil: Cobble
c;roundwater Conditions· Unknown
Location of Obstructions: NIA
Spec1ficat1ons
NIA
N/A
NIA
N/A
NIA
N/A
NIA
ft.(min.)
f!.(min.)
ft.
ft.
ft.( min.)
max
max.
REINFORCING STEEL INFORMATION
Vertical Remforcement.
Total Length:
Splice Lengths:
Clearance Method: NIA
Placed
15 ft
15 ft
10 ft
GROUT INFORMATION
Date of Placement:
Start Time:
End Time:
Water Depth at Time of Placement:
Theoretical Grout Volume:
Estimated Volume Placed:
Placement Method: Grout while drilling
Comments·
Specifications
N/A
NIA
NIA
4/25117
2:45 pm
2:56 pm
N/A
1.1
NIA
in.
cu.
cu.
ft
ft.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
llRDUND
ENGINEERING
Client: Jeff Armistead
10th Mountain Builders, LLC
PO Box 955
Minturn, CO 81645
Lionsquare Lodge Tract A· Micropiles
Micropile Log
Excavation Date: April 25, 2017
Installation Contractor: Venter Companies
Installation Equipment: Furukawa HCR9-GS drill rig
GROUND Pile Number: 12 Plan Pile Number NIA
Structure I Pile Location: 81E
EXCAVATION INFORMATION
Diameter: 4 in. Start Time: 12:43 pm Finish Time: 1:15 pm
Measurements
Existing Ground Elevation: 8100.3 ft
Total Depth of Excavation: 12.7 ft.
Overburden Depth: NIA IL
Top of Bedrock Elevation: NIA ft.
Depth in Bedrock: N/A ft.
Bottom of Pile Elevation: 8088 ft.
Top of Pile Elevation: 8101.13 ft.
Total Pile Length: 13.53 ft.
Type I Diameter of Casing: N/A
Casing Elevation. Top: NIA ft.
C<ising Elevation, Bottom· NIA ft.
Deviation from Center: 0
Plumbness of Excavation: Ok
Cleanliness of Excavation: NIA
Description of Soil: Cobble
Groundwater Conditions: Unknown
Location of Obstructions: NIA
Specifications
NIA
NIA
NIA
NIA
NIA
NIA
NIA
ft.(min.)
ft.(min)
ft.
ft.
ft.(min.)
max.
max.
REINFORCING STEEL INFORMATION
Vertical Reinforcement:
Total Length.
Splice Lengths
Clearance Method. N/A
Placed
15 ft
15 ft
10 ft
GROUT INFORMATION
Date of Placement:
Start Time:
End Time:
Water Depth at Time of Placement:
Theoretical Grout Volume:
Estimated Volume Placed:
Placement Method: Grout while drilling
Comments:
Field Technician: Chris Leeper
Specifications
NIA
NIA
NIA
4/25/17
12.43 pm
1:15 pm
NIA
1.2
NIA
in.
cu.
cu.
ft.
ft.
Job Number: 17-6529
GROUND Pile Number: 13
Structure I Pile Location: 71E
Plan Pile Number: NIA
EXCAVATION INFORMATION
Diameter: 4 in. Start Time: 1 :33 pm Finish Time: 1 :57 pm
Measurements
Existing Ground Elevation: 8100.3 ft.
Total Depth of Excavation 11.5 ft.
Overburden Depth: N/A ft.
Top of Bedrock Elevation· N/A ft.
Depth in Bedrock N/A ft.
Bottom of Pile Elevation: 8088.8 ft.
Top of F'ile Elevation: 8101.13 ft.
Total F'ile Length: 12.33 fl.
Type ! Diameter of Casing: NIA
Casing Elevation. Top: NIA ft.
Casing Elevation. Bottom NIA ft.
Deviation from Center· 0
Plumbness of Excavation: Ok
Cleanliness of Excavation: NIA
Description of Soil: Cobble
Groundwater Conditions: Unknown
Location of Obstructions: NIA
Specifications
NIA
NIA
NIA
NIA
NIA
NIA
NIA
ft.(m1n.)
ft.(min.)
ft
ft.
ft.(min.)
max.
max.
REINFORCING STEEL INFORMATION
Vertical Reinforcement:
Total Length:
Srlice Lenqths:
Clearance Method: NIA
Placed
15 ft
15 ft
10 ft
GROUT INFORMATION
Daf(~ of Placement:
Start Time:
End Time:
Water Depth at Time of Placement:
Theoretical Grout Volume:
Estimated Volume Placed
Placement Method: Grout while drilling
Comments:
Specifications
NIA
NIA
NIA
4/25/17
1:33 pm
1:57 pm
NIA in.
1. 1 cu.
NIA cu.
ft.
ft.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
BRDUllD
ENGINEERING
Client: Jeff Armistead
10th Mountain Builders, LLC
PO Box 955
Minturn, CO 81645
Lionsquare Lodge Tract A -Micropiles
Micropile Log
Excavation Date: April 25, 2017
Installation Contractor: Venter Companies
Installation Equipment: Furukawa HCR9-GS drill rig
GROUND Pile Number: 10 Plan Pile Number: N/A
Structure I Pile Location: 5/W
EXCAVATION INFORMATION
Diameter. 4 in. Start Time: 11:17 am Finish Time: 11:54 am
Measurements
Existing Ground Elevation: 8096.8 ft.
Total Depth of Excavation: 11.2 ft.
Overburden Depth: N/A ft.
Top of Bedrock Elevation: N/A ft.
Depth 1n Bedrock: N/A ft.
Bottom of Pile Elevation: 8085.6 ft
Top of Pile Elevation: 8093.63 ft.
Total Pile Length: 12.03 ft.
Type I Diameter of Casing: N/A
Casing Elevation. Top: N/A ft.
Casing Elevation, Bottom: N/A ft
Deviation from Center: 0
Plumbness of Excavation: Ok
Cleanliness of Excavation: N/A
Description of Soil: Cobble
Groundwater Conditions: Unknown
Location of Obstructions: N/A
Specifications
N/A
N/A
N/A
N/A
N/A
N/A
N/A
ft.( min.)
ft.(min.)
ft
ft.
ft.( min.)
max.
max.
REINFORCING STEEL INFORMATION
Vertical Reinforcement:
Placed
15 ft
15 ft
10 ft
Total Length:
Splice Lengths:
Clearance Method: N/A
GROUT INFORMATION
Date of Placement:
Start Time:
End Time:
Water Depth at Time of Placement:
Theoretic;:il Grout Volume
Estimated Volume Placed:
Placement Method: Grout while drilling
Comments
Field Technician Chris Leeper
Specifications
N/A
N/A
N/A
4/25/17
11:17am
11 :54 am
N/A in.
1 cu.
N/A cu.
ft.
ft.
Job Number: 17-6529
GROUND Pile Number: 11
Structure I Pile Location: 6/E
Plan Pile Number: N/A
EXCAVATION INFORMATION
Diameter: 4 in. Start Time: 12:10 pm Finish Time: 12:34 pm
Measurements
Existing Ground Elevation: 8097.1 ft.
Total Depth of Excavation 11.5 ft.
Overburden Depth N/A ft.
Top of Bedrock Elevation: N/A fl.
Depth in Bedrock: N/A ft.
Bottom of Pile Elevation 8085.6 ft.
Top of Pile Elevation 8097.83 ft.
Total Pile Length 12:33 ft.
Type I Diameter of Casing N/A
Casing Elevation, Top: N/A ft.
Casing Elevation. Bottom: N/A ft.
Deviation from Center:
Plumbness of Excavation:
0
Ok
Cleanliness of Excavation: N/A
Description of Soil Cobble
Groundwater Conditions: Unknown
Location of Obstructions: N/A
Specifications
N/A
NIA
N/A
N/A
N/A
N/A
N/A
ft( min.)
ft(min.)
ft.
ft.
ft.(min.)
max.
max.
REINFORCING STEEL INFORMATION
Vertical Reinforcement:
Placed
15 ft
15 ft
10 ft
Total Length:
Splic0 Lengths:
Clearance Method: N/A
GROUT INFORMATION
Dat0 of Placement:
Start Time;:
End Time:
Water Depth at Time of Placement:
Theoretical Grout Volume:
Estimated Volume Placed:
Placement Method: Grout while drilling
Comments:
Specifications
N/A
N/A
N/A
4/25/17
12:10 pm
12:34 pm
NIA in.
NaN cu.
N/A cu.
ft
ft.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
BRDUND
ENGINEERING
Client: Jeff Armistead
10th Mountain Builders, LLC
PO Box 955
Minturn, CO 81645
Lionsquare Lodge Tract A -Micropiles
Excavation Date: April 25, 2017
Installation Contractor: Venter Companies
Installation Equipment: Furukawa HCR9-GS drill rig
GROUND Pile Number: 8 Plan Pile Number N/A
Structure I Pile Location: 4/W
EXCAVATION INFORMATION
Micropile Log
Job Number: 17-6529
GROUND Pile Number: 9
Structure I Pile Location: 51E
Plan Pile Number: NIA
EXCAVATION INFORMATION
Diameter 4 in. Start Time: 10:12 am Finish Time: 10:30 am Diameter: 4 in. Start Time: 10:44 am Finish Time: 11 :06 am
Measurements
Existing Ground Elevation: 8093.6 ft.
Total Depth of Excavation: 13.75 ft.
Overburden Depth: N/A ft.
Top of Bedrock Elevation· N/A ft.
Depth in Bedrock: NIA ft.
Bottom of Pile Elevation: 8079.85 ft.
Top of Pile Elevation: 8094.43 ft.
Total Pile Length: 14.58 ft.
Type I Diameter of Casing: NIA
Casing Elevation, Top: NIA ft.
Casing Elevation, Bottom· N/A ft.
Deviation from Center· 0
Plumbness of Excavation: Ok
Cleanliness of Excavation: NIA
Description of Soil: Cobble
Groundwater Conditions: Unknown
Location of Obstructions: NIA
Spec1ficat1ons
NIA
N/A
N/A
NIA
NIA
NIA
NIA
ft.(min.)
ft.( min.)
ft.
ft.
tt.(m1n.)
max.
max.
Measurements
Existing Ground Elevation. 8096.8 ft.
Total Depth of Excavation· 11 ft.
Overburden Depth: NIA ft.
Top of Bedrock Elevation NIA ft.
Depth in Bedrock: NIA ft.
Bottom of Pile Elevation: 8085.8 ft.
Top of Pile Elevation· 8097.63 ft.
Total Pile Length: 11.83 ft.
Type I Diameter of Casing NIA
Casing Elevation. Top: NIA ft.
Casing Elevation, Bottom: NIA ft.
Deviation from Center: 0
Plumbness of Excavation: Ok
Cleanliness of Excavation: NIA
Description of Soil: Cobble
Groundwater Conditions: Unknown
Location of Obstructions· NIA
Specifications
NIA
NIA
NIA
NIA
NIA
NIA
NIA
ft.(rnin.)
ft.(min.)
ft.
It.
ft.( min.)
max.
max.
REINFORCING STEEL INFORMATION REINFORCING STEEL INFORMATION
Vertical Reinforcement:
Placed
15 ft
15 ft
10 ft
Specifications
NIA
Total Length
Splice Lengths:
Clearance Method: N/A
GROUT INFORMATION
NIA
NIA
Date of Placement: 4125117
Start Time: 10:12 am
End Time: 10:30 am
Water Depth at Time of Placement NIA
Theoretical Grout Volume
Estimated Volume Placed:
1.3
NIA
Placement Method Grout while drilling
Comments:
Field Technician: Chris Leeper
in.
cu.
cu.
ft.
ft.
Vertical Re;nforcement:
Placed
15 ft
15 ft
10 ft
Total Length:
Splice Lengths:
Clearance Method: NIA
GROUT INFORMATION
Date of Placement:
Start Time:
End Time:
Water Depth at Time of Placement:
Theore1ical Grou1 Volume:
Estimated Volume Placed:
Placement Method: Grout while drilling
Comments:
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
Specifications
NIA
NIA
NIA
4125117
10:44 am
11:06 am
NIA
NIA
in.
cu.
cu.
ft.
ft.
BRDUND
ENGINEERING
Client: Jeff Armistead
10th Mountain Builders, LLC
PO Box 955
Minturn, CO 81645
Lionsquare Lodge Tract A -Micropiles
Micropile Log
Excavation Date: April 25, 2017
Installation Contractor: Venter Companies
Installation Equipment: Furukawa HCR9-GS drill rig
GROUND Pile Number: 6 Plan Pile Number NIA
Structure I Pile Location: 3/E
EXCAVATION INFORMATION
Diameter 4 in. Start Time: 8:50 am Finish Time: 9:11 am
Measurements
Existing Ground Elevation 8093.3 ft.
Total Depth of Excavation: 13.8 ft.
Overburden Depth: N/A ft.
Top of Bedrock Elevation: NIA ft.
Depth in Bedrock: NIA ft.
Bottom of Pile Elevation: 8079.5 ft.
Top of Pile Elevation: 8094.13 ft.
Total Pile Length: 14.63 ft.
Type I Diameter of Casing: NIA
Casing Elevation, Top: NIA ft.
Casing Elevation, Bottom: NIA ft.
Deviation from Center: 0
Plumbness of Excavation: Ok
Cleanliness of Excavation: NIA
Description of Soil: Cobble
Groundwater Conditions: Unknown
Location of Obstructions: NIA
Spec1ficat1ons
NIA
NIA
NIA
NIA
NIA
NIA
N/A
ft.( min.)
ft(min.)
ft.
ft.
ft.(min.)
max.
max.
REINFORCING STEEL INFORMATION
Ve1iical Reinforcement:
Placed
15 ft
15 ft
10 ft
Total Length.
Splice Lengths
Clearance Method: N/A
GROUT INFORMATION
Date of Placement:
Start Time:
End Time:
Water Depth at Time of Placement:
Theoretical Grout Volume:
Estimated Volume Placed:
Placement Method: Grout while drilling
Comments
Field Technician Chris Leeper
Specifications
N/A
NIA
NIA
4125117
8:50 am
9:11 am
N/A in.
1.3 cu.
NIA CU.
ft
ft.
Job Number: 17-6529
GROUND Pile Number: 7
Structure I Pile Location: 41E
Plan Pile Number: NIA
EXCAVATION INFORMATION
Diameter 4 in. Start Time: 9:35 am Finish Time: 9:51 am
Measurements
Existing Ground Elevation: 8093.6 ft.
Total Depth of Excavation 13.5 ft.
Overburden Depth· NIA ft.
Top of Bedrock Elevation: NIA fl.
Depth in Bedrock NIA ft.
Bottom of Pile Elev8tion: 8080.1 ft.
Top of Pile Elevation: 8094.43 ft.
Total Pile Length: 14.33 ft.
Type / Diameter of Casing-NIA
Casing Elevation. Top N/A ft.
Casing Elevation. Bottom· NIA ft.
Deviation from Center 0
Plumbness of Excavation: Ok
Cleanliness of Excavation: NIA
Description of Soil· Cobble
Groundwater Conditions: Unknown
Location of Obstructions NIA
Specifications
N/A
NIA
N/A
NIA
NIA
NIA
NIA
fL(min.)
ft.(min.)
ft
ft.
ft.( min.)
max.
max.
REINFORCING STEEL INFORMATION
Placed
Vertical Reinforcement: 15 ft
15 ft
10 ft
Total Length:
Splice Lengths:
Clearance Method: N/A
GROUT INFORMATION
Date of Pl;icement:
Start Time
End Time:
Water Depth at Time of Placement:
Theoretical Grout Volume.
Estimated Volume Placed:
Placement Method: Grout while drilling
Comments:
Specifications
NIA
NIA
NIA
4/25/17
9:35 am
9:51 am
NIA in.
1.3 cu.
NIA cu.
ft.
ft.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
llRDUllD
ENGINEERING
Client: Jeff Armistead
1oth Mountain Builders, LLC
PO Box 955
Minturn, CO 81645
Lionsquare Lodge Tract A -Micropiles
Micropile Cover Report
Date: April 25, 2017 Job Nu1r;ber. 17-6529
General Contractor: 10th Mountain Builders
As scheduled, a representative visited the project site to perform special inspections on micropiles at locations
requested.
Ou!standin9 Oiscrcp<i1ic1cs Reported lh1s Date'? •
Fie id Representative Chris Leeper
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
BRDUND
ENGINEERING
Client: Jeff Armistead
10th Mountain Builders, LLC
PO Box 955
Minturn, CO 81645
Lionsquare Lodge Tract A -Micropiles
Micropile Log
Excavation Date: April 24, 2017
Installation Contractor: Venter Companies
Installation Equipment: Furukawa HCR9-GS drill rig
GROUND Pile Number: 5 Plan Pile Number: N/A
Structure I Pile Location: 3/W
EXCAVATION INFORMATION
Diameter. 4 in. Start Time: 5:03 pm Finish Time: 5:20 pm
Job Number: 17-6529
GROUND Pile Number: Plan Pile Number:
Structure I Pile Location:
EXCAVATION INFORMATION
Diameter in. Start Time: Finish Time:
Measurements Specifications Measurements Specifications
Existing Ground Elevation: 8093.3
Total Depth of Excavation: 13.9
Overburden Depth· N/A
Top of Bedrock Elevation: N/A
Depth 1n Bedrock: N/A
Bottom of Pile Elevation: 8079.4
Top of Pile Elevation· 8094.1
Total Pile Length: 14.7
Type I Diameter of Casing: N/A
Casing Elevation. Top: N/A
Casinq Elevation. Bottom: N/A
Deviation from Center: 0
Plumbness of Excavation: Yes
Cleanliness of Excavation: N/A
Description of Soil: Cobble
Groundwater Conditions Unknown
Location of Obstructions: N/A
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
N/A
N/A
N/A
N/A
N/A
N/A
N/A
ft.(min.)
ft.(min.)
ft.
ft.
ft.(min.)
max.
max.
Existing Ground Elevation:
Total Depth of Excavation:
Overburden Depth:
Top of Bedrock Elevation:
Depth in Bedrock:
Bottom of Pile Elevation:
Top of Pile Elevation:
Total Pile Length:
Type I Diameter of Casing:
Casing Elevation, Top
Casing Elevation. Bottom:
Deviation from Center·
Plumbness of Excavation:
Cleanliness of Excavation·
Description of Soil:
Groundwater Conditions·
Location of Obstructions:
ft.
ft.
ft.
ft.
ft.
ft.
fl.
ft.
ft.
ft.
ft.(min.)
ft.(min.)
ft.
ft.
ft.(rnin.)
max.
max.
REINFORCING STEEL INFORMATION REINFORCING STEEL INFORMATION
Placed
Vertical Reinforcement: 15 ft
15 ft
10 ft
Total Length:
Splice Lengths.
Clearance Method: N/A
GROUT INFORMATION
Date of Placement:
Start Time:
End Time:
Water Depth at Time of Placement:
Theoretical Grout Volume:
Estimated Volume Placed:
Placement Method: Grout while drilling
Comments
Field Technician: Chris Leeper
Specifications
N/A
N/A
N/A
4/24/17
5:03 pm
5:20 pm
N/A in.
1.3 CU.
N/A cu.
ft.
ft.
Vertical Reinforcement:
Total Length
Splice Lengths:
Clearance Method:
Placed
GROUT INFORMATION
Date of Placement:
Start Time:
End Time:
Water Depth at Time of Placement:
Theoretical Grout Volume:
Estimated Volume Placed
Placement Method:
Comments:
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
Specifications
in.
cu. ft.
cu. ft.
BRDUllD
ENGINEERING
Client: Jeff Armistead
10th Mountain Builders, LLC
PO Box955
Minturn, CO 81645
Lionsquare Lodge Tract A • Micropiles
Micropile Log
Excavation Date: April 24, 2017
Installation Contractor: Venter Companies
Installation Equipment: Furukawa HCR9-GS drill rig
GROUND Pile Number: 3 Plan Pile Number NIA
Structure I Pile Location: 2/W
EXCAVATION INFORMATION
Diameter 4 in. Start Time: 4:05 pm Finish Time 4:19 pm
Measurements
Existing Ground Elevation: 8090 ft.
Total Depth of Excavation: 13.8 ft.
Overburden Dept11: NIA ft.
Top of Bedrock Elevation: NIA ft.
Depth in Bedrock: NIA ft.
Bottom of Pile Elevation· 8076.2 ft.
Top of Pile Elevation· 8090.83 ft.
Total Pile Length: 14.63 ft.
Type I Diameter of Casing: N/A
Casing Elevation, Top: NIA ft.
Casing Elevation, Bottom· NIA ft.
Deviation from Center: 0
Plumbness of Excavation: Yes
Cleanliness of Excavation: NIA
Description of Soil Cobble
Groundwater Conditions: Unknown
Location of Obstructions: NIA
Specifications
NIA
NIA
N/A
N/A
NIA
N/A
N/A
ft(min.)
ft.( min.)
ft.
ft.
ft.(min.)
max.
max.
REINFORCING STEEL INFORMATION
Vertical Reinforcement:
Total Length:
Splice Lengths:
Clearance Method. NIA
Placed
15 ft
15 ft
10 ft
GROUT INFORMATION
Date of Placement:
Start Time:
End Time:
Water Depth at Time of Placement:
Theoretical Grout Volume:
Estimated Volume Placed:
Placement Method: Grout while drilling
Comments·
Field Technician Chris Leeper
Specifications
NIA
N/A
NIA
4/24117
4:05 pm
4:19 pm
NIA in.
1.3 cu.
NIA CU,
ft.
tt.
Job Number: 17-6529
GROUND Pile Number: 4
Structure I Pile Location: 21E
Plan Pile Number: N/A
EXCAVATION INFORMATION
Diameter: 4 in. Start Time: 4:38 pm Finish Time: 4:52 pm
Measurements
Existing Ground Elevation: 8090 ft.
Total Depth of Excavation 13.5 ft.
Overburden Depth: N/A ft.
Top of Bedrock Elevation: NIA ft.
Depth in Bedrock: NIA ft.
Bottom of Pile Elevation: 8076.5 ft.
Top of Pile Elevation: 8090.83 ft.
Total Pile Length· 14.33 ft.
Type I Diameter of Casing: N/A
Casing Elevation. Top: N/A ft.
Cnsing Elevation. Bottom: NIA ft.
Deviation from Center: 0
Plumbness of Excavation: Yes
Cleanliness of Excavation: N/A
Description of Soil Cobble
Groundwater Conditions: Unknown
Location of Obstructions· NIA
Specifications
NIA
N/A
N/A
NIA
N/A
N/A
N/A
ft.( min.)
ft.( min.)
ft.
ft.
ft.( min.)
max.
max.
REINFORCING STEEL INFORMATION
Placed
Vertical Reinforcement: 15 ft
15 ft
10 ft
Total Length:
Splice Lengths.
Clearance Method: NIA
GROUT INFORMATION
Date of Placement:
Start Time.
End Time
Willer Depth at Time of Placement.
Theoretical Grout Volume:
Estimated Volume Placed:
Placement Method Grout while drilling
Comments:
Specifirntions
NIA
NIA
NIA
4124117
4:38 pm
4:52 pm
NIA In,
1.3 cu
NIA cu.
ft.
ft.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
llRDUND
ENGINEERING
Client: Jeff Armistead
1oth Mountain Builders, LLC
PO Box 955
Minturn, CO 81645
Lionsquare Lodge Tract A -Micropiles
Micropile Log
Excavation Date: April 24, 2017
Installation Contractor: Venter Companies
Installation Equipment: Furukawa HCR9-GS drill rig
GROUND Pile Number: 1 Plan Pile Number: NIA
Structure I Pile Location: 11E
EXCAVATION INFORMATION
Di<:lmeter: 4 in. Start Time: 2:40 pm Finish Time: 3:14 pm
Measurements
Existing Ground Elevation: 8090 ft.
Total Depth of Excavation: 13.75 ft.
Overburden Depth: NIA ft
Top of Bedrock Elevation: NIA ft.
Depth in Bedrock: NIA ft.
Bottom of Pile Elevation: 8076.25 ft.
Top of Pile Elevation: 8090.83 ft.
Total Pile Length: 15 fl.
Type I Diameter of Casing: NIA
Casing Elevation, Top: NIA ft.
Casing Elevation, Bottom: NIA ft.
Deviation from Center· 0
Plumbness of Excavation· Yes
Cleanliness of Excavation: NIA
Description of Soil: Cobble
Groundwater Conditions: Unknown
Location of Obstructions: NIA
Spec1f1cat1ons
NIA
NIA
NIA
NIA
NIA
NIA
NIA
ft.(min.)
ft.(min.)
ft.
ft.
fl.( min.)
max.
max.
REINFORCING STEEL INFORMATION
Vertical Reinforcement:
Total Length.
Splice Lengths:
Clearance Method: N/A
Placed
15 ft
15 ft
10 ft
GROUT INFORMATION
Date of Placement:
Start Time:
End Time:
Water Depth at Time of Placement:
Theoretical Grout Volume:
Estimated Volume Placed·
Placement Method: Grout while drilling
Specifications
N/A
NIA
N/A
4/24117
2:40 pm
3:14 pm
N/A in.
1.3 cu.
NIA cu.
fl
ft.
Comments Pile locations are from bottom of steps and which side of
steps. Example (1/W) =1st pile from bottom/ west side.
Freid Technician: Chris Leeper
Job Number: 17-6529
GROUND Pile Number: 2
Structure i Pile Location: 1/W
Plan Pile Number: NIA
EXCAVATION INFORMATION
Diameter: 4 in. Start Time: 3:21 pm Finish Time 3:42 pm
Measunoments Specifications
Existing Ground Elevation:
Total Depth of Excavation
Overburden Depth:
Top of Bedrock Elevation:
Depth in Bedrock:
Bottom of Pile Elevation:
Top of Pile Elevation
Total Pile Length:
Type I Diameter of Casing
Casing Elevation. Top:
Casing Elevation. Bottom:
Deviation from Center·
Plumbness of Excavation:
Cleanliness of Excavation:
Description of Soil·
Groundwater Conditions·
Location of Obstructions:
8090
14.17
NIA
NIA
NIA
8075.83
8090.83
15
NIA
NIA
NIA
0
Yes
NIA
Cobble
Unknown
NIA
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
NIA ft(min.)
NIA
NIA
NIA
NIA
NIA
NIA
ft.( min.)
ft.
ft.
ft.(rnin.)
max.
n1ax.
REINFORCING STEEL INFORMATION
Vertical Reinforcement:
Total Length:
Splice Lengths:
Clearance Method: NIA
Placed
15 ft
15 ft
10 ft
Specifications
NIA
NIA
NIA
GROUT INFORMATION
Date of Placement 4/24/17
Start Time 3:21 pm
End Time: 3:42 pm
Water Depth at Tune of Placement: NIA in.
Theoretical Grout Volume: 1.3 cu. ft.
Estimated Volume PlacRd NIA cu. ft.
Placement Method: Grout while drilling
Comments·
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
BRDUND
ENGINEERING
Client: Jeff Armistead
10th Mountain Builders, LLC
PO Box955
Minturn, CO 81645
Lionsquare Lodge Tract A -Micropiles
Micropile Cover Report
Date April 24, 2017 job Nun1r_1er 17-6529
Gener;·11 Contractor: 10th Mountain Builders
As scheduled, a representative visited the project site to perform special inspections on micropiles at locations
requested.
Cornn1ents or Photos
Outstanding Discrepancies Reported tl11s Date~' •
No. of
Field F~eprnsentz1l1vc:: Chris Leeper
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
llRDUND
ENGINEER I NG
Client: Jeff Armistead
10th Mountain Builders, LLC
PO Box 955
Minturn, CO 81645
Lionsquare Lodge Tract A -Micropiles
Micropile Cover Report
Date: April 25, 2017 Job Number: 17-6529
General Contractor: 10th Mountain Builders Rep. Notified: Jeff
As scheduled, a representative visited the project site to perform special inspections on micropiles at locations
requested.
Comments or Photos:
Yes No
Outstanding Discrepancies Reported this Date? ,-..
\
No. of Pages Attached: 6
Field Representative: Chris Leeper
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum
llRDUND
ENGINEERING
Client: Jeff Armistead
10th Mountain Builders, LLC
PO Box955
Minturn, CO 81645
Lionsquare Lodge Tract A -Micropiles
Micropile Cover Report
Date: April 24, 2011 Job Number: 17-6529
General Contractor: 1 Oth Mountain Builders Rep. Notified: Jeff
As scheduled, a representative visited the project site to perform special inspections on micropiles at locations
requested.
Comments or Photos:
Yes
...... Outstanding Discrepancies Reported this Date? ~
No. of Pages Attached: 3
Field Representative: Chris Leeper
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum