HomeMy WebLinkAboutB11-0351 B11-0412 FINAL REPORT OF SPECIAL INSPECTIONS H.P. GEOTECH A
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FINAL REPORT OF SPECIAL INSPECTIONS
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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 en correc ed.
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• Hepworth-Pawlak Geotechnical,Inc.
5020 County Road 154
tech Glenwood Springs,Colorado 81601
Phone:970-945-7988
• HEPWORTH-PAWLAK GEOTECHNICAL Fax:970-945-8454
email:hpgeo @hpgeotech eom
November 16, 2011
Maximum Comfort Pool and Spa
Attn: Mike Charles
P. O. Box 2670
Vail, Colorado 81658
McharlesI kmcpsvall.com
Job No. 111 343A
Subject: Observation of Excavation, Proposed Pool and Pool Equipment Vault,
Snow Forest Chalet, Lot 9, Block 7, Filing 1, Vail Village, 186 Forest
Road, Vail, Colorado
Dear Mike:
As requested by the excavator, Chris Fedrizzi, a representative of Hepworth-Pawlak
Geotechnical, Inc. observed the excavation at the subject site on November 10, 2011 to
evaluate the materials exposed for foundation support. The findings of our observations
and recommendations for the foundation design are presented in this report. The services
were performed part of our agreement for professional engineering services to Maximum
Comfort Pool and Spa, dated October 24, 2011.
The pool will be reinforced gunnite and be located to the east of the residence. The pool
will have an infinity edge. There will also be a below ground equipment/slash
mechanical vault for the pool located to the west of the pool. The structures have been
designed to be supported on spread footings assuming an allowable soil bearing pressure
of 2,000psf. There will also be 4 micro-piles below the northern portion of the pool for
additional foundation support.
At the time of our site visit, the foundation excavation was essentially complete and had
been cut in two levels from about 3 to 10 feet below the adjacent ground surface. The
step in grade between the two levels was about I foot. The materials exposed in the
bottom of the excavation consisted of sandstone/siltstone bedrock that was weathered and
fractured in the shallower cuts areas becoming hard and less fractured in the deeper cut
areas. Results of swell-consolidation testing performed on a sample of the weathered
sandstone/siltstone taken from the site, shown on Figure 1, indicate the materials are
• slightly to moderately compressible under conditions of loading and wetting. The sample
Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989
Maximum Comfort Pool and Spa
November 16, 2011
Page 2
• may have been partly disturbed due to the fractured condition. No free water was
encountered in the excavation and the bedrock materials were slightly moist to moist.
The micro-piles had been previously installed prior to our site visit.
Considering the conditions exposed in the excavation and the nature of the proposed
construction, spread footings placed on the undisturbed bedrock materials designed for an
allowable bearing pressure of 2,000 psf can be used for support of the proposed pool and
equipment vault structures. There could be some differential settlement between the
spread footing and micro-pile foundation areas that should be considered in the design.
Footings should be a minimum width of 16 inches for continuous walls and 2 feet for
columns. All fill and loose disturbed materials in footing areas should be removed and
the bearing level extended down to the undisturbed weathered to hard bedrock materials.
The bearing material should be protected against frost and concrete should not be placed
on frozen subgrade. Exterior footings should be provided with adequate soil cover above
their bearing elevations for frost protection. Continuous foundation walls should be
reinforced top and bottom to span local anomalies such as by assuming an unsupported
length of at least 12 feet. Foundation walls acting as retaining structures should also be
designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at
• least 55 pcf for on-site soil and well broken bedrock materials as backfill. A perimeter
foundation drain should be provided to prevent temporary buildup of hydrostatic pressure
behind the below grade walls. Structural fill placed within floor slab areas can consist of
the on-site soils and well broken bedrock materials or suitable imported granular soils
compacted to at least 95%of standard Proctor density at a moisture content near
optimum.
The recommendations submitted in this letter are based on our observation of the
materials exposed within the foundation excavation and do not include subsurface
exploration to evaluate the subsurface conditions within the loaded depth of foundation
influence. This study is based on the assumption that materials beneath the footings have
equal or better support than those exposed. The risk of foundation movement may be
greater than indicated in this report because of possible variations in the subsurface
conditions. In order to reveal the nature and extent of variations in the subsurface
conditions below the excavation, drilling would be required. It is possible the data
obtained by subsurface exploration could change the recommendations contained in this
letter. Our services do not include determining the presence, prevention or possibility of
mold or other biological contaminants (MOBC) developing in the future. If the client is
•
Job No. 111 343A
GeCPtech
Maximum Comfort Pool and Spa
November 16, 2011
Page 3
concerned about MOBC, then a professional in this special field of practice should be
consulted.
If you have any questions or need further assistance, please call our office.
Sincerely,
HEPWORTH— AK GEOTECHNICAL, INC.
s
David A. Young, P.TE
32-216
, ,11-1-7-11
DAY/ksw ��i��' •%****a**.
attachments Figure 1, Swell-Consolidation Test Results
cc: Gies Architects - Russell Gies (rgiesgaiesarchitects.com)
•
•
Job No. 111 343A
G99tech
Moisture Content = 5.3 percent
Dry Density = 94 pcf
Sample of: Weathered Sand stone/Si ltstone
From: Bottom of Pool Excavation, 11-10-11
0
1 —tt
No movement
upon
2 wetting
0
3
a�
a
E
0
U
4
5
6
0.1 1.0 10 100
APPLIED PRESSURE-ksf
111 343At1eCh H SWELL-CONSOLIDATION TEST RESULTS Figure 1
e worth—Pawlak Gtotechnicol
5020 County Road 154
Glenwood Springs, CO 81601
G��.,b1tech Phone: 970-945-7988
Fax:970-945-8454
HEPWORTH-PAWLAK GEOTECHNICAL hpgeo(&hpgeotech.com
SHOTCRETE CORE TEST REPORT
Maximum Comfort Pool & Spa Job No: 111 343A Date Placed: 10-22-11
Attn: Mike Charles
P.O. Box 2670 Page: 1 of 1
Vail, Colorado 81658
Project: New Patio and Pools, Snow Forest Chalet Residence, Lot 9, Block 7, Vail Village,
Filing 1, 186 Forest Road, Vail, Colorado
Placement Location: Upper Bench Soil Nail Wall Shotcrete; Top Lift(1 of 4 lifts proposed)
Field Sample Information
Supplier: Lafarge Time Batched: Load Size(Yds):
Truck No: Time Arrived: Yds Delivered:
Ticket No: Time Placed: Yds Ordered:
Mix Design: Water Added:
Method of Placement: Sample Point:
Time Sampled: Air Temp: °
Lab Sample Preparation
Age When Cored: 10 days End Preparation: saw cut
Curing:
CORE COMPRESSIVE STRENGTH DATA
2011 Lab Number 931A 931B 931C 931D
Age, (days)_ 11 28 28 56
Date Tested 11-02-11 11-19-11 11-19-11 12-17-11
Diameter(in)_ 2.75 2.75 2.75 2.75
Area in 5.94 5.94 5.94 5.94
Length in 5.5 5.5 5.5 5.5
Length/Diameter Ratio 2.0 2.0 2.0 2.0
Correction Factor 1.0 1.0 1.0 1.0
Maximum Load Ibs 43,600 51,800 58,700 63,900
Uncorrected Comp Strength (psi) 7340 8720 9880 10760
Corrected Comp Strength (psi) 7340 8720 9880 10760
Avg. Corrected 28 Day Result (psi) 9300
Specified Strength: 4000 psi at 28 days (2000 psi @ 3 days)
Notes: Panel shot by contractor and picked up by Joe Benedict with HP Geotech on 10-31-11.
Distribution:
Mike Charles (mcharles1(a�mcpsvail.com
Russell Gies (rgies .giesarchitects.com)
Joe Benedict David A. Young, P.E.
Field Observer Reviewed By
H Ivn 5020 County Road 154
Go�� Glenwood Springs, CO 81601
Phone:970-945-7988
Fax: 970-945-8454
HEPWORTH-PAWLAK GEOTECHNICAL hpgeo(&hpgeotech.com
SHOTCRETE CORE TEST REPORT
Maximum Comfort Pool & Spa Job No: 111 343A Date Placed: 10-22-11
Attn: Mike Charles
P.O. Box 2670 Page: 1 of 1
Vail, Colorado 81658
Project: New Patio and Pools, Snow Forest Chalet Residence, Lot 9, Block 7, Vail Village,
Filing 1, 186 Forest Road, Vail, Colorado
Placement Location: Upper Bench Soil Nail Wall Shotcrete; Top Lift (1 of 4 lifts proposed)
Field Sample Information
Supplier: Lafarge Time Batched: Load Size(Yds):
Truck No: Time Arrived: Yds Delivered:
Ticket No: Time Placed: Yds Ordered:
Mix Design: Water Added:
Method of Placement: Sample Point:
Time Sampled: Air Temp: °
Lab Sample Preparation
Age When Cored: 10 days End Preparation: saw cut
Curing:
CORE COMPRESSIVE STRENGTH DATA
2011 Lab Number 931A 9318 931C 931D
Age, (days) 11 28 28 56
Date Tested 11-02-11 11-19-11 11-19-11 12-17-11
Diameter in 2.75 2.75 2.75
Area in 5.94 5.94 5.94
Length in 5.5 5.5 5.5
Length/Diameter Ratio 2.0 2.0 2.0
Correction Factor 1.0 1.0 1.0
Maximum Load Ibs 43,600 51,800 58,700
Uncorrected Comp Strength (psi) 7340 8720 9880
Corrected Comp Strength (psi) 7340 8720 9880
Avg. Corrected 28 Day Result (psi) 9300
Specified Strength: 4000 psi at 28 days (2000 psi @ 3 days)
Notes: Panel shot by contractor and picked up by Joe Benedict with HP Geotech on 10-31-11.
Distribution:
Mike Charles(mcharles1(d)mcpsvail.com
Russell Gies (rgies(&giesarchitects.com)
Joe Benedict David A. Young, P.E.
Field Observer Reviewed By
F-4 fn 5020 County Road 154
C-214t—oh btemdo Glenwood Springs,CO 81601
Phone: 970-945-7988
Fax:970-945-8454
HEPWORTH-PAWLAK GEOTECHNICAL hpgeo(&hpgeotech.com
SHOTCRETE CORE TEST REPORT
Maximum Comfort Pool & Spa Job No: 111 343A Date Placed: 10-22-11
Attn: Mike Charles
P.O. Box 2670 Page: 1 of 1
Vail, Colorado 81658
Project: New Patio and Pools, Snow Forest Chalet Residence, Lot 9, Block 7, Vail Village,
Filing 1, 186 Forest Road, Vail, Colorado
Placement Location: Upper Bench Soil Nail Wall Shotcrete; Top Lift(1 of 4 lifts proposed)
Field Sample Information
Supplier: Lafarge Time Batched: Load Size(Yds):
Truck No: Time Arrived: Yds Delivered:
Ticket No: Time Placed: Yds Ordered:
Mix Design: Water Added:
Method of Placement: Sample Point:
Time Sampled: Air Temp: °
Lab Sample Preparation
Age When Cored: 10 days End Preparation: saw cut
Curing:
CORE COMPRESSIVE STRENGTH DATA
2011 Lab Number 931A 931B 931C 931D
Age, (days) 11 28 28 56
Date Tested 11-02-11 11-19-11 11-19-11 12-17-11
Diameter in 2.75
Area (in 5.94
Length in 5.5
Length/Diameter Ratio 2.0
Correction Factor 1.0
Maximum Load Ibs 43,600
Uncorrected Comp Strength (psi) 7340
Corrected Comp Strength (psi) 7340
Avg. Corrected 28 Day Result (psi)
Specified Strength: 4000 psi at 28 days (2000 psi @ 3 days)
Notes: Panel shot by contractor and picked up by Joe Benedict with HP Geotech on 10-31-11.
Distribution:
Mike Charles (mcharies1(&rncpsvail.com
Russell Gies(ruies(flesarchitects.com)
Joe Benedict David A. Young, P.E.
Field Observer Reviewed By
u 5020 County Road 154
9tech Glenwood Springs,CO 81601
Go Phone: 970-945-7988
Fax: 970-945-8454
HEPWORTH-PAWLAK GEOTECHNICAL hpgeo @hpgeotech.com
CONSTRUCTION ACTIVITY REPORT
Client: Maximum Comfort Pool & Spa Job No.: 111 343A Day: Friday
Attn: Attn: Mike Charles Date: 10-28-11
P.O. Box 2670 Sheet: 1 of 1
Vail, Colorado 81658
Project: New Patio and Pools, Snow Forest Chalet Residence, Lot 9, Block 7, Vail Village Filing
1, 186 Forest Road, Vail, Colorado
Weather Clear Temperature: 300 at 12:30 pm
Contractor's Coggins was shooting the second bench down from top of shotcrete
Construction Activities: for the Soil Nail Wall.
Equipment in Use:
HP Geotech's Site We visited the site to observe the reinforcement and shotcrete
Activities: placement for the soil nail wall. At the time of our arrival, shotcrete
was being placed and the reinforcement had been covered. We
advised Jim Krebsbach of Coggins to give us more notice for the
next observation.
Verbal Communication:
cc:
Mike Charles(mcharles1(Wrncpsvail.com
Russell Gies(miesa-giesarchitects.com)
Joe Benedict David A. Young, P.E.
Field Technician Reviewed by
/Ijg
I
G< Ttec 5020 County Road 154
5
� Glenwood Springs, 4 81601
Phone:970-945-7988
NEPWORTH PAWLAK GEOTECHN]CAL Fax:970-945-8454 hpgeo(ahpgeotech.com
Masonry Grout Test Report
Maximum Comfort Pool& Spa Job No: 111 343A Date Cast: 10-31-11
Attn: Mike Charles
P.O. Box 2670 Sheet: 1 of 1
Vail, Colorado 81658
Project: New Patio and Pools, Snow Forest Chalet Residence, Lot 9, Block 7,Vail Village, Filing
1, 186 Forest Road, Vail, Colorado
Placement Location: Soil Nail Wall Grout, Third Bench down from top, 10 nails placed for this
bench
Type& Size of Specimens: Cast in 2 inch cubes
Supplier: Mixed on site by Coggins &Son Time Batched: 12:00 pm
Field Testing Information:
Time Sampled: Slump: in.
Air Temperature: Sample Temperature: °
Compressive Strength Data
F2011 Lab Number 942A 9428 942C 942D 942E 942F
Age in Days 7 7 14 14 28 28
Date Tested 11-07-11 11-07-11 11-14-11 11-14-11 11-28.11 11-28-11
Maximum Load (lbs) 16,800 19,500 19,900 22,500 22,800 22,900
Length (in) 2.0 2.0 2.0 2.0 2.0 2.0
Width (in) 2.0 2.0 2.0 2.0 2.0 2.0
Area (in ) 4.0 4.0 4.0 4.0 4.0 4.0
Compressive Strength 4200 4875 4975 5625 5700 5725
(psi)
Avg 28 Day Strength 5710
€ (psi)
Specified Strength: 4000 psi at 28 Days
Notes:
Distribution:
Mike Charles mcharlesl@mcpsvail.com
Russell Gies(rgies(ftiesarchitects.com)
Joe Benedict David A. Young, P.E.
/ljg Field Technician Reviewed By
I
H F 5020 County Road 154
tech
Glenwood Springs,CO 81601
Phone: 970-945-7988
Fax: 970-945-8454
HEPWORTH-PAWLAK GEOTECHNICAL hpgeo(a)hpgeotech.com
Masonry Grout Test Report
Maximum Comfort Pool & Spa Job No: 111 343A , Date Cast: 10-31-11
Attn: Mike Charles
P.O. Box 2670 Sheet: 1 of 1
Vail, Colorado 81658
Project: New Patio and Pools, Snow Forest Chalet Residence, Lot 9, Block 7, Vail Village, Filing
1, 186 Forest Road, Vail, Colorado
Placement Location: Soil Nail Wall Grout, Third Bench down from top, 10 nails placed for this
bench
Type & Size of Specimens: Cast in 2 inch cubes
Supplier: Mixed on site by Coggins & Son Time Batched: 12:00 pm
Field Testing Information: _ _.Time Sampled: Slump: in.
Air Temperature: Sample Temperature: °
Com ressive Strength Data
2011 Lab Number 942A 9428 942C 942D 942E 942F
Age in Days 7 7 14 14 28 28
Date Tested 11-07-11 11-07-11 11-14-11 11-14-11 11-28-11 11-28-11
Maximum Load (Ibs) 16,800 19,500 19,900 22,500
Length (in)
Diameter(in) 2.0 2.0 2.0 2.0
i
Area (in ) 4.0 4.0 4.0 4.0
L/D Ratio
L/D Correction
Compressive Strength 4200 4875 4975 5625
(psi)
Avg 28 Day Strength
(psi)
Specified Strength: 4000 psi at 28 Days
Notes:
Distribution:
Mike Charles(mcharleslAmcpsvail.com
Russell Gies(rgies(&giesarchitects.com)
Joe Benedict David A. Young, P.E.
Field Technician Reviewed By
/Ij9
I
5020 County Road 154
GoGlenwood Springs,CO 81601
<FAech Phone: 970-945-7988
HEPWORTH Fax: 970-945-8454 PAWLAK GEOTECHMICAL hpgeoPhpgeotech.com
Masonry Grout Test Report
Maximum Comfort Pool & Spa Job No: 111 343A Date Cast: 10-31-11
Attn: Mike Charles
P.O. Box 2670 Sheet: 1 of 1
Vail, Colorado 81658
Project: New Patio and Pools, Snow Forest Chalet Residence, Lot 9, Block 7, Vail Village, Filing
1, 186 Forest Road, Vail, Colorado
Placement Location: Soil Nail Wall Grout, Third Bench down from top, 10 nails placed for this
bench
Type & Size of Specimens: Cast in 2 inch cubes
Supplier: Mixed on site by Coggins & Son Time Batched: 12:00 pm
Field Testing Information:
Time Sampled: Slump: in.
Air Temperature: Sample Temperature: °
Com ressive Strength Data
2011 Lab Number 942A 942B 942C 942D 942E 942F
Age in Days 7 7 14 14 28 28
Date Tested 11-07-11 11-07-11 11-14-11 11-14-11 11-28-11 11-28-11
Maximum Load (Ibs) 16,800 19,500
Length (in)
Diameter(in) 2.0 2.0
Area (in ) 4.0 4.0
L/D Ratio
L/D Correction
Compressive Strength 4200 4875
(psi)
Avg 28 Day Strength
(psi)
Specified Strength: 4000 psi at 28 Days
Notes:
Distribution:
Mike Charles(mcharles1(&rncpsvail.com
Russell Gies(rgiese-giesarchitects.com)
Joe Benedict David A. Young, P.E. _
/Ijg Field Technician Reviewed By
5020 County Road 154
Glenwood Springs, CO 81601
b1tedh Phone: 970-945-7988
Fax:970-945-8454
HEPWORTH-PAWLAK GEOTECHNICAL hpgeo @hpgeotech.com
CONSTRUCTION ACTIVITY REPORT
Client: Maximum Comfort Pool & Spa Job No.: 111 343A Day: Monday
Attn: Mike Charles Date: 10-31-11
P.O. Box 2670 Sheet: 1 of 1
Vail, Colorado 81658
Project: New Patio and Pools, Snow Forest Chalet Residence, Lot 9, Block 7, Vail Village Filing
1, 186 Forest Road, Vail, Colorado
Weather clear Temperature: 350 at 11:00 am
Contractor's Coggins was drilling and installing soil nails and grouting for the 3rd
Construction Activities: bench of the wall from top down.
Equipment in Use: Air track rig
HP Geotech's Site We observed soil nail installation and sampled grout. The soil nails
Activities: were installed per reference documents, Coggins and Sons, XBS-3.
#8 epoxy bars, 25' long, 10 holes this bench.
Verbal Communication:
cc:
Mike Charles(mcharles1omcpsvail.com
Russell Gies (rgies(@giesarchitects.com)
Joe Benedict David A. Young, P.E.
Field Technician Reviewed by
/Ijg
F-4 5020 County Road 154
Glenwood Springs, CO 81601
Phone: 970-945-7988
Fax:970-945-8454
HEPWORTH-PAWLAK GEOTECHNICAL hpgeon@hpgeotech.com
SHOTCRETE CORE TEST REPORT
Maximum Comfort Pool & Spa Job No: 111 343A Date Placed: 11-01-11
Attn: Mike Charles
P.O. Box 2670 Page: 1 of 1
Vail, Colorado 81658
Project: New Patio and Pools, Snow Forest Chalet Residence, Lot 9, Block 7, Vail Village,
Filing 1, 186 Forest Road, Vail, Colorado
Placement Location: Shotcrete for Third Bench (down from top) Soil Nail Wall
Field Sample Information
Supplier: Lafarge Time Batched: Load Size(Yds):
Truck No: Time Arrived: Yds Delivered:
Ticket No: Time Placed: Yds Ordered:
Mix Design: Water Added:
Method of Placement: Pump Sample Point:
Time Sampled: Air Temp: °
Lab Sample Preparation
Age When Cored: 3 days End Preparation: saw cut
Curing: In field covered with insulated blanket
CORE COMPRESSIVE STRENGTH DATA
2011 Lab Number 968A 968B 968C 968D
Age, (days) 7 28 28 56
Date Tested 11-08-11 11-29-11 11-29-11 12-27-11
Diameter in 2.75 2.75 2.75 2.75
Area in 5.94 5.94 5.94 5.94
Length in 5.5 5.5 5.5 5.5
Length/Diameter Ratio 2:1 2:1 2:1 2:1
Correction Factor 1.0 1.0 1.0 1.0
Maximum Load Ibs 32,000 45,100 48,100 51,700
Uncorrected Comp Strength (psi) 5390 7590 8100 8700
Corrected Comp Strength (psi) 5390 7590 8100 8700
Avg. Corrected 28 Da Result (psi) 7850
Specified Strength: 4000 psi at 28 days (2000 psi @ 3 days)
Notes:
Distribution:
Mike Charles(mcharles1(aDmcpsvail.com
Russell Gies (rpiesftiesarchitects.com)
Joe Benedict David A. Young, P.E.
/Ijg Field Observer Reviewed By
i
H 5020 County Road 154
G4m.b1tech Glenwood Springs, CO 81601
Phone: 970-945-7988
Fax: 970-945-8454
HEPWORTH-PAWLAK GEOTECHNICAL hpgeophpgeotech.com
SHOTCRETE CORE TEST REPORT
Maximum Comfort Pool & Spa Job No: 111 343A Date Placed: 11-01-11
Attn: Mike Charles
P.O. Box 2670 Page: 1 of 1
Vail, Colorado 81658
Project: New Patio and Pools, Snow Forest Chalet Residence, Lot 9, Block 7, Vail Village,
Filing 1, 186 Forest Road, Vail, Colorado
Placement Location: Shotcrete for Third Bench (down from top) Soil Nail Wall
Field Sample Information
Supplier: Lafarge Time Batched: Load Size(Yds):
Truck No: Time Arrived: Yds Delivered:
Ticket No: Time Placed: Yds Ordered:
Mix Design: Water Added:
Method of Placement: Pump Sample Point:
Time Sampled: Air Temp: °
Lab Sample Preparation
Age When Cored: 3 days End Preparation: saw cut
Curing: In field covered with insulated blanket
CORE COMPRESSIVE STRENGTH DATA
2011 Lab Number 968A 968B 968C 968D
Age, (days) 7 28 28 28
Date Tested 11-08-11 11-29-11 11-29-11 11-29-11
Diameter in 2.75
Area in 5.94
Length in 5.5
Length/Diameter Ratio 2:1
Correction Factor 1.0
Maximum Load Ibs 32,000
Uncorrected Comp Strength (psi) 5390
Corrected Comp Strength (psi) 5390
Avg. Corrected 28 Day Result (psi)
Specified Strength: 4000 psi at 28 days (2000 psi @ 3 days)
Notes:
Distribution:
Mike Charles(mcharles1(&mcpsvail.com
Russell Gies(rsties0glesarchitects.com)
Joe Benedict David A. Young, P.E.
Field Observer Reviewed By
t_q G5020 len County Road 154
Glenwood Springs,CO 81601
Go Phone:970-945-7988
Fax: 970-945-8454
HEPWORTH-PAWLAK GEOTECHNICAL hpgeo(cDhpgeotech.com
REINFORCEMENT STEEL INSPECTION REPORT
Client: Maximum Comfort Pool & Spa Job No.: 111 343A Day: Tuesday
Attn: Mike Charles Date: 11-01-11
P.O. Box 2670 Page: 1 of 1
Vail, Colorado 81658
Project: New Patio and Pools, Snow Forest Chalet Residence, Lot 9, Block 7, Vail Village Filing
1, 186 Forest Road, Vail, Colorado
Area of Inspection: Soil nail wall whalers; 3rd bench down from top (of 4 total)
Reference Documents XBS-3, C-3-3
Used:
Inspection Status: ❑ Preliminary ® Final
® Concrete reinforcement as noted above was judged to be in reasonable conformance with the
referenced construction documents.
❑ Exceptions Noted:
Verbal
Communication:
Distribution:
Mike Charles (mcharleslP_rncpsvail.com
Russell Gies(rgiesCZDgiesarchitects.com)
Joe Benedict David A. Young, P.E.
Field Technician Reviewed By
/Ijg
I
H 5020 County Road 154
Glenwood Springs,CO 81601
Phone:970-945-7988
Fax:970-94548454
HEPWORTH-PAWLAK GEOTECHNICAL hpgeo(&hpgeotech.com
Soil Nail Grout Test Report
Maximum Comfort Pool & Spa Job No: 111 343A Date Cast: 11-04-11
Attn: Mike Charles
P.O. Box 2670 Sheet: 1 of 1
Vail, Colorado 81658
Project: New Patio and Pools, Snow Forest Chalet Residence, Lot 9, Block 7, Vail Village, Filing
1, 186 Forest Road, Vail, Colorado
Placement Location: Soil Nail Wall Grout; 4"' Bench down from top(of 4 benches total).
Type & Size of Specimens: Cast in 2 x 4 in. cylinders
Supplier: Coggins & Sons Mix Design No: Time Batched:
Ticket No: Truck No:
Field Testing Information:
Time Sampled: Slump: in. Water Added:
Air Temperature: ° Sample Temperature: °
Comp ressive Strength Data
2011 Lab Number 967A 967B 967C 967D 967E
Age in Days 7 7 28 28 28
Date Tested 11-11-11 11-11-11 12-02-11 12-02-11 12-02-11
Maximum Load (lbs) 16,100 12,900 14,000 20,200 18,800
Length (in) 4 4 4 4 4
Diameter (in) 2.0 2.0 2.0 2.0 2.0
Area (in ) 3.14 3.14 3.14 3.14 3.14
Compressive Strength (psi) 5120 4100 4460 6430 5990
Avg 28 Day Strength (psi) 5630
Specified Strength: 4000 psi at 28 Days
Notes: Cast by contractor and picked up by HP Geotech field technician on 11.07-11.
Distribution:
Mike Charles(mcharles1(-mcpsvail.com
Russell Gies (rgiesCftIesarchitects.com)
/Ijg Joe Benedict David A. Young, P.E.
Field Technician Reviewed By
H 5020 County Road 154
Go ortech Glenwood Springs,CO 81601
Phone: 970-945-7988
Fax:970-945-8454
HEPWORTH-PAWLAK GEOTECHNICAL hpgeo(&hpgeotech.com
Soil Nail Grout Test Report
Maximum Comfort Pool & Spa Job No: 111 343A Date Cast: 11-04-11
Attn: Mike Charles
P.O. Box 2670 Sheet: 1 of 1
Vail, Colorado 81658
Project: New Patio and Pools, Snow Forest Chalet Residence, Lot 9, Block 7, Vail Village, Filing
1, 186 Forest Road,Vail, Colorado
Placement Location: Soil Nail Wall Grout; 4"' Bench down from top (of 4 benches total).
Type & Size of Specimens: Cast in 2 x 4 in. cylinders
Supplier: Coggins & Sons Mix Design No: Time Batched:
Ticket No: Truck No:
Field Testing Information:
Time Sampled: Slump: in. Water Added:
Air Temperature: Sample Temperature: °
Comp ressive Strength Data
2011 Lab Number 967A 967B 967C 967D 967E
Age in Days 7 7 28 28 28
Date Tested 11-11-11 11-11-11 12-02-11 12-02-11 12-02-11
Maximum Load (lbs) 16,100 12,900
Length (in) 4 4
Diameter (in) 2.0 2.0
Area (in ) 3.14 3.14
Compressive Strength (psi) 5120 4100
Avg 28 Day Strength (psi)
Specified Strength: 4000 psi at 28 Days
Notes: Cast by contractor and picked up by HP Geotech field technician on 11-07-11.
Distribution:
Mike Charles (mcharles10mcpsvail.com
Russell Gies (rgies(a�giesarchitects.com)
/fjg Joe Benedict David A. Young, P.E.
Field Technician Reviewed By
1-4 G5020 len County Road 154
Glenwood Springs, CO 81601
Phone: 970-945-7988
Fax:970-945-8454
HEPWORTH-PAWLAK GEOTECHNICAL hpgeo(&hpgeotech.com
REINFORCEMENT STEEL INSPECTION REPORT
Client: Maximum Comfort Pool & Spa Job No.: 111 343A Day: Monday
Mike Charles Date: 11-07-11
P.O. Box 2670 Page: 1 of 1
Vail, Colorado 81658
Project: New Patio and Pools, Snow Forest Chalet Residence, Lot 9, Block 7, Vail Village Filing
1, 186 Forest Road, Vail, Colorado
Area of Inspection: 4th bench, Soil Nail Wall Whalers, 4th bench (of 4) down from tops
Reference Documents XBS-3, C-3-3
Used:
Inspection Status: ❑ Preliminary ® Final
® Concrete reinforcement as noted above was judged to be in reasonable conformance with the
referenced construction documents.
❑ Exceptions Noted:
Verbal
Communication:
Distribution:
Mike Charles(mcharles1(aD_mcpsvail.com
Russell Gies (rgies(@giesarchitects.com)
Joe Benedict David A. Young, P.E.
Field Technician Reviewed By