Geotechnical Report_Add01.R1.pdf

NOT-TO-SCALE

= Boring 2 (typical)

L O

C A

T I O

N

S

K E

T C

H

T r u a x

A i r

N a t i o n a l

G u a r d

B a s e

M a i n t e n a n c e

S h o p

B u i l d i n g t h

F i g h t e r

W i n g

C i t y o f

M a d i s o n

D a n e

C o u n t y

W i s c o n s i n

DRAWING

S o i l s

E n g i n e e r i n g

S e r v i c e s

I n c

C O

N S

U L T

I N

G

C

I V

I L

E

N G

I N

E E

R

I N

C

S

T E

W A

T

R

E

M

A D

I S

O N

W

I S

C O

N S

I N

P h o n e

S

O I L

F a x m a i l s o i l s s o i l s w s

C r e a t e d o v i s e d

12674.38-2

B a s r a w i n g c o n s i s t s o f

B

O p t i o b r i n g l o c a t i o n s p d f p r o v i d b y

M e a

H u n t

I n c

2-19

1-19

33'

35'

Printed on 10/18/2019

TEST RESULTS LEGEND

qp = Penetrometer reading, ton/ft² MC = Moisture Content, % moisture by weight LL = Liquid Limit, % moisture by weight PL = Plastic Limit, % moisture by weight PI = Plasticity Index, % moisture by weight qu = Unconfined Compressive Strength, ton/ft² = Wet Density, lb/ft³ = Dry Density, lb/ft³ P200 = % Passing the No. 200-mesh Sieve

1. The boundary lines between different soil strata, as shown on the Soil Boring Records, are approximate and may be gradual.

2. The drillers' field log contains a description of the soil conditions between samples based on the equipment performance and the soil cuttings. The Soil Boring Records contain the description of the soil conditions as interpreted by a geotechnical engineer and/or a geologist after review of the drillers' field logs and soil samples and/or laboratory test results.

3. We define "Caved Level" as the depth below the existing ground surface at a boring location where the soils have collapsed into the borehole following removal of the drilling tools.

4. We define "Water Level" as the depth below the existing ground surface at a boring location to the level of water in the open borehole at the time indicated unless otherwise defined on the Soil Boring Records.

5. We define "at completion" for a boring as being the time when our drilling crew has completed the removal of all drilling tools from the borehole.

6. The Notes and Legend Record and the Soil Boring Records are a part of the geotechnical report. The geotechnical report should be included in the bidding or reference documents.

CONSULTING CIVIL ENGINEERS SINCE 1966

1102 STEWART STREET MADISON, WISCONSIN 53713

Phone: 608-274-7600 888-866-SOIL (7645) Fax: 608-274-7511 Email: soils@soils.ws

Soils & Engineering Services, Inc.

4.

NOTES AND LEGEND RECORD

Truax Air National Guard Base

Bulding 406 & Maintenance Shop 115th Fighter Wing

City of Madison, Dane County, Wisconsin

RELATIVE MOISTURE TERMS AT TIME OF SAMPLING

Frozen or F = Frozen material Dry = Dusty, dry to touch, absence of moisture Moist or M = Damp to touch, no visible water Wet or W = Visible free water

RELATIVE PERCENTAGE TERMS

no 0% trace <5% few 5 to <10% little 10 to <30% some 30 to < 50%

DRILLING METHODS LEGEND

HSA = Continuous flight hollow-stem augers

REMARKS LEGEND

NR = No Recovery

Concrete or Asphalt Core 2-inch-outside-diameter, split-barrel sampler

SAMPLER TYPE LEGEND

NOTES

M

M

M

M

M-W

W

W

W

NR

W

FILL, concrete-[101/4" thick] geotextile at 0'-101/4"

POORLY-GRADED SAND WITH

GRAVEL (SP) — fine to medium grained, brown, moist, medium dense relative density, FILL-[73/4" thick] SILTY SAND (SM) — fine grained, non-plastic to low plasticity fines, light brown, moist to wet, medium dense to dense relative density, stratified, no to few gravel, with POORLY-GRADED SAND (SP) seams and layers, with occasional fine to coarse grained seams stiff gray SANDY LEAN CLAY (CL) seam at 6'-6"

SILTY SAND (SM) — fine grained, non-plastic to low plasticity fines, grayish-brown to brownish-gray, wet, medium dense to loose relative density, stratified, no to few gravel, with POORLY- GRADED SAND (SP) seams and layers, with occasional fine to coarse grained seams

MC=11.2

P200=4.2

MC=8.5

P200=45.7 qp=1.5; MC=15.4

LL=22; PL=14

qu=1.10; =134.9 =116.8

MC=13.8

P200=4.1

Boring 1-19

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:DRILL RIG:

HAMMER TYPE:

DATE STARTED:

LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

CREW CHIEF:

LOG REVIEW:

LOG QC:

SWK

CMB

CMB

40'-0"

09/04/2019

Automatic

09/04/2019

CME 850XRDane

8 N

10 E

(Burke)

SECTION:

¼:

¼ ¼:

NE

NW

Test Results

Printed on 10/18/2019

CONSULTING CIVIL ENGINEERS SINCE 1966

1102 STEWART STREET MADISON, WISCONSIN 53713

Phone: 608-274-7600 888-866-SOIL (7645) Fax: 608-274-7511 Email: soils@soils.ws

Soils & Engineering Services, Inc.

4.

SOIL BORING RECORD

Truax Air National Guard Base Maintenance Shop, Bulding 406

115th Fighter Wing City of Madison, Dane County, Wisconsin

N-Value

E L

E V

A T

IO

N fe et

D E

P T

H fe et

Boring 1-19 Continued On Page 2/2

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Soil Boring Record.

0'-0" 13'-6"

HSA

HSA

None Water

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

13'-6" 40'-0"

21/4" 21/4"

6.3" 6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

Gravel, Bentonite Chips, Caved Soil

Portland Cement (Sacrete) Patching Compound

ASTM D1586

6'-6" Caved at completion6'-5" at completion

100.0

W

W

SILTY SAND (SM) — fine grained, non-plastic to low plasticity fines, grayish-brown to brownish-gray, wet, medium dense to loose relative density, stratified, no to few gravel, with POORLY- GRADED SAND (SP) seams and layers, with occasional fine to coarse grained seams (continued)

PAGE:

Boring 1-19

Test Results

Printed on 10/18/2019

CONSULTING CIVIL ENGINEERS SINCE 1966

1102 STEWART STREET MADISON, WISCONSIN 53713

Phone: 608-274-7600 888-866-SOIL (7645) Fax: 608-274-7511 Email: soils@soils.ws

Soils & Engineering Services, Inc.

4.

SOIL BORING RECORD

Truax Air National Guard Base Maintenance Shop, Bulding 406

115th Fighter Wing City of Madison, Dane County, Wisconsin

N-Value

E L

E V

A T

IO

N fe et

D E

P T

H fe et

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Soil Boring Record.

M

M

M

W

W

W

W

W

NR

FILL, concrete-[93/4" thick] geotextile at 0'-93/4"

POORLY-GRADED SAND WITH

GRAVEL (SP) — fine to medium grained, brown, moist, medium dense relative density, FILL-[51/4" thick] SILTY SAND (SM) — fine grained, non-plastic to low plasticity fines, light brown, moist, dense relative density, FILL, few gravel-[21" thick] SILTY SAND (SM) — fine grained, non-plastic to low plasticity fines, yellowish-brown to grayish-brown, moist to wet, medium dense to loose relative density, stratified, no to few gravel, with POORLY-GRADED SAND (SP) seams and layers, with occasional fine to coarse grained seams

MC=8.3; =131.1

=121.1; P200=44.3

MC=18.3

P200=3.5

Boring 2-19

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:DRILL RIG:

HAMMER TYPE:

DATE STARTED:

LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

CREW CHIEF:

LOG REVIEW:

LOG QC:

SWK

CMB

CMB

40'-0"

09/04/2019

Automatic

09/04/2019

CME 850XRDane

8 N

10 E

(Burke)

SECTION:

¼:

¼ ¼:

NE

NW

Test Results

Printed on 10/18/2019

CONSULTING CIVIL ENGINEERS SINCE 1966

1102 STEWART STREET MADISON, WISCONSIN 53713

Phone: 608-274-7600 888-866-SOIL (7645) Fax: 608-274-7511 Email: soils@soils.ws

Soils & Engineering Services, Inc.

4.

SOIL BORING RECORD

Truax Air National Guard Base Maintenance Shop, Bulding 406

115th Fighter Wing City of Madison, Dane County, Wisconsin

N-Value

E L

E V

A T

IO

N fe et

D E

P T

H fe et

Boring 2-19 Continued On Page 2/2

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Soil Boring Record.

0'-0" 18'-6"

HSA

HSA

None Water

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

18'-6" 40'-0"

21/4" 21/4"

6.3" 6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

Gravel, Bentonite Chips, Caved Soil

Portland Cement (Sacrete) Patching Compound

ASTM D1586

6'-1" Caved at completion6'-0" at completion

100.0

W

NR

SILTY SAND (SM) — fine grained, non-plastic to low plasticity fines, yellowish-brown to grayish-brown, moist to wet, medium dense to loose relative density, stratified, no to few gravel, with POORLY-GRADED SAND (SP) seams and layers, with occasional fine to coarse grained seams (continued)

MC=19.4

P200=25.8

PAGE:

Boring 2-19

Test Results

Printed on 10/18/2019

CONSULTING CIVIL ENGINEERS SINCE 1966

1102 STEWART STREET MADISON, WISCONSIN 53713

Phone: 608-274-7600 888-866-SOIL (7645) Fax: 608-274-7511 Email: soils@soils.ws

Soils & Engineering Services, Inc.

4.

SOIL BORING RECORD

Truax Air National Guard Base Maintenance Shop, Bulding 406

115th Fighter Wing City of Madison, Dane County, Wisconsin

N-Value

E L

E V

A T

IO

N fe et

D E

P T

H fe et

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Soil Boring Record.

0 20 40 60 80 100 120 140

LEAN CLAY (CL) — medium plasticity, gray, moist, stiff consistency81422 Boring 1-19, 6'-9" Depth

ATTERBERG LIMITS TEST REPORT

ASTM Test Designation D4318/AASHTO Test Designations T89 & T90

P

LA

S T

IC

IT

Y

IN

D E

X

P I)

LIQUID LIMIT (LL)

"U " L ine

Specimen Identification LL PL PI Sample Classification

Printed on 10/18/2019

CONSULTING CIVIL ENGINEERS SINCE 1966

1102 STEWART STREET MADISON, WISCONSIN 53713

Phone: 608-274-7600 888-866-SOIL (7645) Fax: 608-274-7511 Email: soils@soils.ws

Soils & Engineering Services, Inc.

4.

LABORATORY TEST RESULT RECORD

Truax Air National Guard Base Maintenance Shop, Bulding 406

115th Fighter Wing City of Madison, Dane County, Wisconsin F

IG

U

R E

"A " L ine

CL-ML

or OL

CL o r O

L

CH or O

H

MH or OHML or OL

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.1

1.2

0 2 4 6 8 10 12 14 16

Identification Type

STRAIN (%)

ASTM Test Designation D2166

UNCONFINED COMPRESSION TEST REPORT

S

T R

E S

S to n / ft

²)

Strain

Stress (ton/ft²)

Dry Density

(lb/ft³)

Wet Density

(lb/ft³) H:D

Ratio Height

(inches) Diameter (inches)

Sample Failure

Classification

MC

Boring 1-19Unconfined Compression Test Results for

116.8134.91.52.0191.359 1.10 14.015.4LEAN CLAY (CL)6'-9" Depth SS2

SS2=2-inch-outside-diameter, split-barrel sampler

Printed on 10/18/2019

CONSULTING CIVIL ENGINEERS SINCE 1966

1102 STEWART STREET MADISON, WISCONSIN 53713

Phone: 608-274-7600 888-866-SOIL (7645) Fax: 608-274-7511 Email: soils@soils.ws

Soils & Engineering Services, Inc.

4.

LABORATORY TEST RESULT RECORD

Truax Air National Guard Base Maintenance Shop, Bulding 406

115th Fighter Wing City of Madison, Dane County, Wisconsin F

IG

U

R

0.0010.010.1110100

#80 #100 #200

1-inch 3/4-inch 1/2-inch 3/8-inch

#4 #8 #10 #16 #30 #40 #50 #60

4.2

45.7

GRAVEL (%)

45.7

SILT (%) CLAY (%)

0.55 0.13

0.27 0.16 0.83 3.4

4.2

Boring 1-19, 1'-1" Depth: POORLY-GRADED SAND WITH GRAVEL (SP) — fine to medium grained, brown, moist, FILL, trace fines

Boring 1-19, 1'-11" Depth: SILTY SAND (SM) — fine grained, non-plastic to low plasticity fines, light brown, moist, medium dense relative density, trace gravel

8 20

HYDROMETERU.S. SIEVE OPENING (numbers)

3 / 4

COBBLES

) finecoarse

Sieve Sieve Size Size

Percent Finer Percent Finer Grain Size (mm) Coefficients D60 D30 fine

Sample Information

D10 Cc Cu mediumcoarse

FINES (%)SAND (%)

GRAIN SIZE (millimeters)

4011 / 2

PARTICLE SIZE DISTRIBUTION ANALYSIS REPORT

U.S. SIEVE OPENING (inches)

80603 / 82 1 / 26 3 501 16 304 10

P E

R C

E N

T F

IN

E

R B

Y W

E

IG

H T

Printed on 10/18/2019

CONSULTING CIVIL ENGINEERS SINCE 1966

1102 STEWART STREET MADISON, WISCONSIN 53713

Phone: 608-274-7600 888-866-SOIL (7645) Fax: 608-274-7511 Email: soils@soils.ws

Soils & Engineering Services, Inc.

4.

LABORATORY TEST RESULT RECORD

Truax Air National Guard Base Maintenance Shop, Bulding 406

115th Fighter Wing City of Madison, Dane County, Wisconsin F

IG

U

R

#200

3/4-inch 1/2-inch 3/8-inch

#4 #8 #10 #16 #30 #40 #50 #60 #80

4.1

44.3

GRAVEL (%)

44.3

SILT (%) CLAY (%)

0.61 0.15

0.29 0.16 0.86 3.8

4.1

Boring 1-19, 19'-1" Depth: POORLY-GRADED SAND (SP) — fine to coarse grained, gray and brown, wet, loose relative density, trace fines, few gravel

Boring 2-19, 2'-3" Depth: SILTY SAND (SM) — fine grained, non-plastic to low plasticity fines, light brown, moist, dense relative density, FILL, few gravel

8 20

HYDROMETERU.S. SIEVE OPENING (numbers)

3 / 4

COBBLES

) finecoarse

Sieve Sieve Size Size

Percent Finer Percent Finer Grain Size (mm) Coefficients D60 D30 fine

Sample Information

D10 Cc Cu mediumcoarse

FINES (%)SAND (%)

GRAIN SIZE (millimeters)

4011 / 2

PARTICLE SIZE DISTRIBUTION ANALYSIS REPORT

U.S. SIEVE OPENING (inches)

80603 / 82 1 / 26 3 501 16 304 10

P E

R C

E N

T F

IN

E

R B

Y W

E

IG

H T

Printed on 10/18/2019

CONSULTING CIVIL ENGINEERS SINCE 1966

1102 STEWART STREET MADISON, WISCONSIN 53713

Phone: 608-274-7600 888-866-SOIL (7645) Fax: 608-274-7511 Email: soils@soils.ws

Soils & Engineering Services, Inc.

4.

LABORATORY TEST RESULT RECORD

Truax Air National Guard Base Maintenance Shop, Bulding 406

115th Fighter Wing City of Madison, Dane County, Wisconsin F

IG

U

R

3/8-inch #4 #8 #10 #16 #30 #40 #50 #60 #80

#200

GRAVEL (%)

25.8

SILT (%) CLAY (%)

0.27 0.18

0.21 0.085

0.15 1.1 1.8

3.5

3.5

25.8

Boring 2-19, 7'-3" Depth: POORLY-GRADED SAND (SP) — fine grained, yellowish-brown, wet, medium dense relative density, trace fines

Boring 2-19, 33'-11" Depth: SILTY SAND (SM) — fine grained, non-plastic to low plasticity fines, grayish-brown, wet, medium dense relative density

8 20

HYDROMETERU.S. SIEVE OPENING (numbers)

3 / 4

COBBLES

) finecoarse

Sieve Sieve Size Size

Percent Finer Percent Finer Grain Size (mm) Coefficients D60 D30 fine

Sample Information

D10 Cc Cu mediumcoarse

FINES (%)SAND (%)

GRAIN SIZE (millimeters)

4011 / 2

PARTICLE SIZE DISTRIBUTION ANALYSIS REPORT

U.S. SIEVE OPENING (inches)

80603 / 82 1 / 26 3 501 16 304 10

P E

R C

E N

T F

IN

E

R B

Y W

E

IG

H T

Printed on 10/18/2019

CONSULTING CIVIL ENGINEERS SINCE 1966

1102 STEWART STREET MADISON, WISCONSIN 53713

Phone: 608-274-7600 888-866-SOIL (7645) Fax: 608-274-7511 Email: soils@soils.ws

Soils & Engineering Services, Inc.

4.

LABORATORY TEST RESULT RECORD

Truax Air National Guard Base Maintenance Shop, Bulding 406

115th Fighter Wing City of Madison, Dane County, Wisconsin F

IG

U

R

Hazards by Location

Search Information

Coordinates: 43.133702, -89.33364

Elevation: ft

Timestamp: 2019-09-18T16:32:23.237Z

Hazard Type: Seismic

Reference Document:

IBC-2015

Risk Category: II

Site Class: E

MCER Horizontal Response Spectrum Design Horizontal Response Spectrum

Basic Parameters

Name Value Description

SS 0.083 MCER ground motion (period=0.2s)

S1 0.045 MCER ground motion (period=1.0s)

SMS 0.208 Site-modified spectral acceleration value

SM1 0.158 Site-modified spectral acceleration value

SDS 0.139 Numeric seismic design value at 0.2s SA

SD1 0.106 Numeric seismic design value at 1.0s SA

Additional Information

Name Value Description

SDC B Seismic design category

Fa 2.5 Site amplification factor at 0.2s

Fv 3.5 Site amplification factor at 1.0s

CRS 0.906 Coefficient of risk (0.2s)

CR1 0.864 Coefficient of risk (1.0s)

PGA 0.04 MCEG peak ground acceleration

Map data ©2019 GoogleReport a map error

0 2 4 6 8 10 12 Period (s) 0.00

0.05

0.10

0.15

0.20

Sa(g)

0 2 4 6 8 10 12 Period (s) 0.00

0.02

0.04

0.06

0.08

0.10

0.12

Sa(g)

Truax Air National Guard Base Building 406 Alterations, Madison, WI 10/18/2019

SES Project 12674.38 Page 1 of 2 https://www.google.com/maps/@43.1337646,-89.327031,15z/data=!10m1!1e1!12b1?source=apiv3&rapsrc=apiv3 https://maps.google.com/maps?ll=43.133765,-89.327031&z=15&t=m&hl=en-US&gl=US&mapclient=apiv3

FPGA 2.5 Site amplification factor at PGA

PGAM 0.1 Site modified peak ground acceleration

TL 12 Long-period transition period (s)

SsRT 0.083 Probabilistic risk-targeted ground motion (0.2s)

SsUH 0.092 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years)

SsD 1.5 Factored deterministic acceleration value (0.2s)

S1RT 0.045 Probabilistic risk-targeted ground motion (1.0s)

S1UH 0.052 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years)

S1D 0.6 Factored deterministic acceleration value (1.0s)

PGAd 0.6 Factored deterministic acceleration value (PGA)

The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design.

Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services.

While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.

Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report.

Truax Air National Guard Base Building 406 Alterations, Madison, WI 10/18/2019

SES Project 12674.38 Page 2 of 2

Seismic site information obtained from Applied Technology Council (ATC) web site on 18 September 2019. Web address is https://hazards.atcouncil.org/#/seismic?lat=% 2043.133702&lng=-89.333640&address=.

https://earthquake.usgs.gov/ws/designmaps/