Amendment 0003 Attachment 03 Geotech Rep Appendix 1.pdf

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529-314 | Construct Warehouse | Butler, PA | Samantha/Leslie Minor Construction
Solicitation number
36C77625B0029
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Written by GovTribe AI ·

This document is a geotechnical report containing nine boring logs and laboratory test results for the VISN Warehouse project in Butler, Pennsylvania. The boring logs document subsurface soil conditions at the construction site, revealing consistent soil layers across different sampling locations. Typical soil strata include topsoil (4-6 inches), lean clay (brown and gray, medium stiff to very stiff), and highly weathered shale, with most borings terminated between 6-10 feet depth.

Laboratory analysis shows the soil samples are predominantly classified as lean clay (CL) with varying percentages of sand and gravel. Atterberg limit tests indicate liquid limits ranging from 33-41, plastic limits from 23-24, and plasticity indices from 10-17. Grain size distribution tests reveal the soil compositions include approximately 0-0.2% cobbles, 0-24.1% gravel, 12.4-28.8% sand, and 32.6-54.9% fines (silt and clay). No groundwater was encountered during the boring investigations, and all borings were backfilled with auger cuttings upon completion.

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File Type Posted
Amendment 0005 Attachment 1- Tech Questions Tracker - Butler Warehouse - Complete 07282025.pdf PDF
36C77625B0029 0005.pdf PDF
36C77625B0029 0004.pdf PDF
Amendment 0003 Attachment 02 Geotechnical Report.pdf PDF
Amendment 0003 Attachment 07 - Drawings 0123027_FP.pdf PDF
36C77625B0029 0003.pdf PDF
Amendment 0003 Attachment 04 Geotech Rep Appendix 2.pdf PDF
Amendment 0003 Attachment 08 - Tech Questions Tracker - Butler - Complete.pdf PDF
Amendment 0003 Attachment 06 - Drawings 0123027 - HVAC.pdf PDF
Amendment 0003 Attachment 05 - Specification 21 30 13 - ELECTRIC DRIVEN FIRE PUMPS.pdf PDF
Amendment 0003 Attachment 01 - M402.pdf PDF
Attachment 07 Wage Rates Butler County_07222025.pdf PDF
36C77625B0029 0002.pdf PDF
Site Visit Sign in Completed.pdf PDF
36C77625B0029 0001.pdf PDF
36C77625B0029_1.pdf PDF
Attachment 02 - Butler_Warehouse - FINAL BID DrawingsPart-1 of 3.pdf PDF
Attachment 10 - Site Visit map.pdf PDF
Attachment 11 - Seasonal Influenza with Vaccines.pdf PDF
Attachment 06- Limitations on Subcontracting - Construction.pdf PDF
Attachment 07 Wage Rates Butler County_03282025.pdf PDF
Attachment 03 - Butler_Warehouse - FINAL BID DrawingsPart-2 of 3.pdf PDF
Attachment 09 - Brand Name Requirement JA_Butler_Redacted.pdf PDF
Attachment 05 - Spec 01 31 00.01 Project Management and Coordination.pdf PDF
Attachment 04 - Butler_Warehouse - FINAL BID DrawingsPart-3 of 3.pdf PDF
Attachment 01 - Butler Warehouse_Final_BID_Specs.pdf PDF
Attachment 08 - PCRA_ICRA.pdf PDF
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1283.5

1278.25

TOPSOIL (6")

LEAN CLAY (CL), brown and gray, medium stiff to very stiff, contains rootlets from 1.0-2.5'

Auger Refusal at 5.75 Feet

Boring Log No. B-1

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

29.31.25

(HP)

4.5+

(HP)

41-24-17

0.5

5.8

1-1-3 N=4

4-6-8 N=14

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method

3.25" HSA

Hammer Type Automatic

Driller C. Brummage

Logged by K. Helton

Boring Started 11-22-2023

Boring Completed 11-22-2023

12460 Plaza Dr

Drill Rig

CME 55

VISN Warehouse

Parma, OH

325 New Castle Road | Butler, PA Terracon Project No. N6235192

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes

Elevation Reference: Elevations taken from US Department of Veteran Affairs Grading Plan dated 8/4/23

Water Level Observations

Dry cave in at 2.0'

Groundwater not encountered

Sa m pl e

Ty pe

W at er C on te nt

H P

(t sf

Elevation: 1284 (Ft.) +/-

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 40.8728° Longitude: -79.9467°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

TOPSOIL (6")

SILT (ML), brown, stiff

LEAN CLAY WITH SAND (CL), brown and gray, hard

SANDY LEAN CLAY (CL), brown, hard

SHALE, brown and gray, highly weathered, very weak

Auger Refusal at 10.5 Feet

1288.5

1285.5

1280.5

1278.5

Boring Log No. B-2

W at er L ev el

O bs er va tio ns

D ep th

Ft

M od el L ay er

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

16.1

15.5

6.4

7.0

0.5

3.5

6.0

8.5

10.5

2-3-4 N=7

9-11-15 N=26

12-17-20 N=37

40-50/3"

2.5

(HP)

4.5+

(HP)

4.5+

(HP)

35-25-10

37-24-13

NP

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method

3.25" HSA

Hammer Type Automatic

Driller C. Brummage

Logged by K. Helton

Boring Started 11-22-2023

Boring Completed 11-22-2023

12460 Plaza Dr

Drill Rig

CME 55

VISN Warehouse

Parma, OH

325 New Castle Road | Butler, PA Terracon Project No. N6235192

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes

Elevation Reference: Elevations taken from US Department of Veteran Affairs Grading Plan dated 8/4/23

Water Level Observations

Dry cave in at 4.5'

Groundwater not encountered

Sa m pl e

Ty pe

W at er C on te nt

H P

(t sf

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

Elevation: 1289 (Ft.) +/-

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 40.8726° Longitude: -79.9464°

1284.5

1281.5

1269.5

TOPSOIL (6")

LEAN CLAY (CL), brown and gray, very stiff

LEAN CLAY WITH SAND (CL), brown, hard, contains weathered shale fragments

SHALE, brown, highly weathered, very weak

-gray below 8.5'

Auger Refusal at 15.5 Feet

Boring Log No. B-3

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

4.5+

(HP)

4.5+

(HP)

0.5

3.5

6.0

15.5

2-3-8 N=11

6-10-14 N=24

7-13-30 N=43

50/6"

50/6"

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method

3.25" HSA

Hammer Type Automatic

Driller C. Brummage

Logged by K. Helton

Boring Started 11-22-2023

Boring Completed 11-22-2023

12460 Plaza Dr

Drill Rig

CME 55

VISN Warehouse

Parma, OH

325 New Castle Road | Butler, PA Terracon Project No. N6235192

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes

Elevation Reference: Elevations taken from US Department of Veteran Affairs Grading Plan dated 8/4/23

Water Level Observations

Dry cave in at 4.0'

Groundwater not encountered

Sa m pl e

Ty pe

W at er C on te nt

H P

(t sf

Elevation: 1285 (Ft.) +/-

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 40.8724° Longitude: -79.9470°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

1289.5

1286.5

1282.5

TOPSOIL (6")

LEAN CLAY (CL), brown, very stiff

SHALE, gray, highly weathered, very weak

Auger Refusal at 7.5 Feet

Boring Log No. B-4

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

18.54.5+

(HP)

33-23-10

0.5

3.5

7.5

4-4-8 N=12

13-14-14 N=28

23-50/3"

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method

3.25" HSA

Hammer Type Automatic

Driller C. Brummage

Logged by K. Helton

Boring Started 11-22-2023

Boring Completed 11-22-2023

12460 Plaza Dr

Drill Rig

CME 55

VISN Warehouse

Parma, OH

325 New Castle Road | Butler, PA Terracon Project No. N6235192

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes

Elevation Reference: Elevations taken from US Department of Veteran Affairs Grading Plan dated 8/4/23

Water Level Observations

Dry cave in at 5.5'

Groundwater not encountered

Sa m pl e

Ty pe

W at er C on te nt

H P

(t sf

Elevation: 1290 (Ft.) +/-

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 40.8722° Longitude: -79.9466°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

1282.5

1279.5

1273.08

TOPSOIL (6")

LEAN CLAY (CL), brown and gray, medium stiff

GRAVELLY LEAN CLAY WITH SAND (CL), brown, hard

SHALE, brown with gray, highly weathered, very weak

Boring Terminated at 9.92 Feet

Boring Log No. B-5

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

23.9

13.5

4.25

(HP)

4.25

(HP)

0.5

3.5

6.0

9.9

2-2-2 N=4

4-8-16 N=24

6-15-16 N=31

9-18-50/5"

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method

3.25" HSA

Hammer Type Automatic

Driller C. Brummage

Logged by K. Helton

Boring Started 11-21-2023

Boring Completed 11-21-2023

12460 Plaza Dr

Drill Rig

CME 55

VISN Warehouse

Parma, OH

325 New Castle Road | Butler, PA Terracon Project No. N6235192

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes

Elevation Reference: Elevations taken from US Department of Veteran Affairs Grading Plan dated 8/4/23

Water Level Observations

Dry cave in at 6.0'

Groundwater not encountered

Sa m pl e

Ty pe

W at er C on te nt

H P

(t sf

Elevation: 1283 (Ft.) +/-

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 40.8729° Longitude: -79.9469°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

1292.5

1289.5

TOPSOIL (6")

LEAN CLAY WITH SAND (CL), brown, stiff

LEAN CLAY (CL), brown, very stiff

SHALE, brown and gray, highly weathered, very weak

Boring Terminated at 10 Feet

Boring Log No. B-6

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

1.5

(HP)

3.75

(HP)

0.5

3.5

6.0

10.0

2-3-3 N=6

6-9-10 N=19

16-24-35 N=59

6-16-16 N=32

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method

3.25" HSA

Hammer Type Automatic

Driller C. Brummage

Logged by K. Helton

Boring Started 11-22-2023

Boring Completed 11-22-2023

12460 Plaza Dr

Drill Rig

CME 55

VISN Warehouse

Parma, OH

325 New Castle Road | Butler, PA Terracon Project No. N6235192

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes

Elevation Reference: Elevations taken from US Department of Veteran Affairs Grading Plan dated 8/4/23

Water Level Observations

Dry cave in at 3.5'

Groundwater not encountered

Sa m pl e

Ty pe

W at er C on te nt

H P

(t sf

Elevation: 1293 (Ft.) +/-

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 40.8724° Longitude: -79.9464°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

TOPSOIL (6")

LEAN CLAY WITH SAND (CL), brown with gray, very stiff to hard, contains rootlets

SHALE, brown, highly weathered, very weak

-gray below 8.5'

Boring Terminated at 10 Feet

Boring Log No. B-7

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

3.75

(HP)

4.25

(HP)

0.5

6.0

10.0

2-5-10 N=15

6-11-16 N=27

18-22-34 N=56

19-21-32 N=53

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method

3.25" HSA

Hammer Type Automatic

Driller C. Brummage

Logged by K. Helton

Boring Started 11-22-2023

Boring Completed 11-22-2023

12460 Plaza Dr

Drill Rig

CME 55

VISN Warehouse

Parma, OH

325 New Castle Road | Butler, PA Terracon Project No. N6235192

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes

Elevation Reference: Elevations taken from US Department of Veteran Affairs Grading Plan dated 8/4/23

Water Level Observations

Dry cave in at 3.0'

Groundwater not encountered

Sa m pl e

Ty pe

W at er C on te nt

H P

(t sf

Elevation: 1282 (Ft.) +/-

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 40.8725° Longitude: -79.9473°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

1278.5

AGGREGATE (12")

FILL - CLAYEY SAND WITH GRAVEL, gray

LEAN CLAY (CL), gray, medium stiff, contains rootlets

LEAN CLAY WITH SAND (CL), brown with gray, very stiff

Boring Terminated at 10 Feet

Boring Log No. B-8

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

14.3

2.5

(HP)

3.25

(HP)

3.5

(HP)

1.0

3.5

6.0

10.0

4-8-8 N=16

3-2-3 N=5

4-7-7 N=14

4-6-11 N=17

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method

3.25" HSA

Hammer Type Automatic

Driller C. Brummage

Logged by K. Helton

Boring Started 11-21-2023

Boring Completed 11-21-2023

12460 Plaza Dr

Drill Rig

CME 55

VISN Warehouse

Parma, OH

325 New Castle Road | Butler, PA Terracon Project No. N6235192

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes

Elevation Reference: Elevations taken from US Department of Veteran Affairs Grading Plan dated 8/4/23

Water Level Observations

Dry cave in at 4.5'

Groundwater not encountered

Sa m pl e

Ty pe

W at er C on te nt

H P

(t sf

Elevation: 1282 (Ft.) +/-

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 40.8727° Longitude: -79.9476°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

1283.5

1280.5

TOPSOIL (6")

LEAN CLAY (CL), brown, very stiff

SHALE, brown, highly weathered, very weak

-gray below 8.5'

Boring Terminated at 10 Feet

Boring Log No. B-9

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

4.5+

(HP)

0.5

3.5

10.0

3-5-7 N=12

8-16-19 N=35

11-16-39 N=55

23-41-50/4"

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method

3.25" HSA

Hammer Type Automatic

Driller C. Brummage

Logged by K. Helton

Boring Started 11-22-2023

Boring Completed 11-22-2023

12460 Plaza Dr

Drill Rig

CME 55

VISN Warehouse

Parma, OH

325 New Castle Road | Butler, PA Terracon Project No. N6235192

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes

Elevation Reference: Elevations taken from US Department of Veteran Affairs Grading Plan dated 8/4/23

Water Level Observations

Dry cave in at 4.0'

Groundwater not encountered

Sa m pl e

Ty pe

W at er C on te nt

H P

(t sf

Elevation: 1284 (Ft.) +/-

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 40.8725° Longitude: -79.9471°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

1282.67

TOPSOIL (4")

LEAN CLAY, brown and gray, stiff, contains rootlets

SHALE, brown, highly weathered, very weak

Boring Terminated at 6 Feet

Boring Log No. I-1

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

3.25

(HP)

2.25

(HP)

0.3

4.0

6.0

2-3-4-5 N=7

1-2-4-6 N=6

5-4-19-21 N=23

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method

3.25" HSA

Hammer Type Automatic

Driller C. Brummage

Logged by K. Helton

Boring Started 11-21-2023

Boring Completed 11-21-2023

12460 Plaza Dr

Drill Rig

CME 55

VISN Warehouse

Parma, OH

325 New Castle Road | Butler, PA Terracon Project No. N6235192

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes

Elevation Reference: Elevations taken from US Department of Veteran Affairs Grading Plan dated 8/4/23

Water Level Observations

Dry cave in at 2.0'

Groundwater not encountered

Sa m pl e

Ty pe

W at er C on te nt

H P

(t sf

Elevation: 1283 (Ft.) +/-

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 40.8729° Longitude: -79.9467°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

TOPSOIL (6")

LEAN CLAY (CL), brown, stiff

LEAN CLAY WITH SAND (CL), brown, hard

Boring Terminated at 6 Feet

Boring Log No. I-2

W at er L ev el

O bs er va tio ns

D ep th

Ft

Facilities | Environmental | Geotechnical | Materials

G ra ph ic

L og

M od el L ay er

4.25

(HP)

4.25

(HP)

4.0

(HP)

40-23-17

0.5

2.0

6.0

2-2-4-6 N=6

3-12-16-17 N=28

7-12-14-15 N=26

Abandonment Method Boring backfilled with auger cuttings upon completion.

Advancement Method

3.25" HSA

Hammer Type Automatic

Driller C. Brummage

Logged by K. Helton

Boring Started 11-22-2023

Boring Completed 11-22-2023

12460 Plaza Dr

Drill Rig

CME 55

VISN Warehouse

Parma, OH

325 New Castle Road | Butler, PA Terracon Project No. N6235192

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

Notes

Elevation Reference: Elevations taken from US Department of Veteran Affairs Grading Plan dated 8/4/23

Water Level Observations

Dry cave in at 2.0'

3.0' While drilling

Sa m pl e

Ty pe

W at er C on te nt

H P

(t sf

Elevation: 1282 (Ft.) +/-

Atterberg Limits

LL-PL-PI

See Exploration PlanLocation:

Latitude: 40.8724° Longitude: -79.9474°

Depth (Ft.)

R ec ov er y (I n.

Fi el d Te st R es ul ts

0 10 20 30 40 50 60 70 80 90 100 110

"A " L ine

ASTM D4318

CH

or

O H

CL

o r O

L

ML or OL

MH or OH

NP

87.5 CL24

NP

NP

87.5 CL24

NP

NP

LEAN CLAY

SILT

LEAN CLAY WITH SAND

SHALE

SHALE

LEAN CLAY

Atterberg Limit Results

"U " L ine

Liquid Limit

LL PL PI Fines USCS DescriptionFines

Pl as tic ity

I nd ex

CL - ML

Facilities | Environmental | Geotechnical | MaterialsLaboratory tests are not valid if separated from original report.

1 - 2.5

1 - 2.5

3.5 - 5

8.5 - 9.3

6 - 6.8

0 - 2

B-1

B-2

B-2

B-2

B-4

I-2

Boring ID Depth (Ft)

VISN Warehouse 325 New Castle Road | Butler, PA Terracon Project No. N6235192

Parma, OH 12460 Plaza Dr

0.0010.010.1110100

16 2044 100 U.S. Sieve Numbers

63 2 10 14 506 2001.5 83/4 1/23/8 30 403 601 140

HydrometerU.S. Sieve Opening in Inches

Grain Size Distribution

ASTM D422 / ASTM C136

SandGravel Grain Size (mm) coarse fine coarse finemedium Silt or ClayCobbles

Percent C oarser by W eightPe rc en t

Fi ne r by

W ei gh t

Facilities | Environmental | Geotechnical | MaterialsLaboratory tests are not valid if separated from original report.

LL PL PI Cc CuDescription

LEAN CLAY

GRAVELLY LEAN CLAY WITH SAND

CLAYEY SAND WITH GRAVEL

50.4

48.7

41 1724

%CobblesD60

0.017

0.516

0.63

D100 %Clay%Sand%Gravel

0.2

24.1

22.5

12.4

25.5

28.8

32.60.0

0.0

0.0

D10D30

0.0049.5

%Fines %Silt

54.9

Boring ID

1 - 2.5

3.5 - 5

1 - 2.5

B-1

B-5

B-8

1 - 2.5

3.5 - 5

1 - 2.5

Depth (Ft)Boring ID

B-1

B-5

B-8

Depth (Ft)

VISN Warehouse 325 New Castle Road | Butler, PA Terracon Project No. N6235192

Parma, OH 12460 Plaza Dr

N6235192 - GeoModel 1
N6235192 - GeoModel 2
N6235192 - Logs
N6235192 - Atterberg
N6235192 - Grain Size
N6235192 - General Notes

File details come from the government source that posted it. Updated .