geotechnical borrow report

REPORT C OVER PAGE

Geotechnical Borrow Report __________________________________________________________________________

SERP-2-034(007)049, PCN 22876

Logan County, North Dakota

February 9, 2021

Terracon Project No. M2205109

Prepared for:

Kadrmas Lee & Jackson Inc.

Bismarck, ND

Prepared by:

Terracon Consultants, Inc.

Bismarck, ND

Terracon Consultants, Inc. 1805 Hancock Drive, PO Box 2084 Bismarck, ND 58502-2084

P (701) 258 2833 F (701) 258 2857 terracon.com

REPORT C OVER LETTER TO SIGN

February 9, 2021

Kadrmas Lee & Jackson Inc.

4585 Coleman St.

Bismarck, ND 58503

Attn: Mr. Adam McGill, P.E.

P: (701) 355 8476

E: [email protected]

Re: Geotechnical Borrow Report

SERP-2-034(007)049, PCN 22876

ND 34 – Southwest of Gackle

Logan County, North Dakota

Terracon Project No. M2205109

Dear Mr. McGill:

We have completed the Geotechnical Borrow services for the above referenced project. This

study was performed in general accordance with Terracon Proposal No. PM2205109 dated

December 2, 2020. This report presents the findings of the subsurface exploration for the proposed

project.

We appreciate the opportunity to be of service to you on this project. If you have any questions

concerning this report or if we may be of further service, please contact us.

Sincerely,

Terracon Consultants, Inc.

Chad A. Cowley, P.E. Alex L. Sprunk, P.E.

Department Manager Project Engineer

Responsive ■ Resourceful ■ Reliable 1

REPORT TOPICS

INTRODUCTION ............................................................................................................. 2

SITE CONDITIONS ......................................................................................................... 2 GEOTECHNICAL CHARACTERIZATION ...................................................................... 3 ATTACHMENTS ............................................................................................................. 5 SITE LOCATION AND EXPLORATION PLANS ............................................................ 6 EXPLORATION RESULTS ............................................................................................. 1

Note: This report was originally delivered in a web-based format. Orange Bold text in the report indicates a referenced

section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the

GeoReport logo will bring you back to this page. For more interactive features, please view your project online at

client.terracon.com.

ATTACHMENTS

SITE LOCATION AND EXPLORATION PLANS

EXPLORATION RESULTS

Note: Refer to each individual Attachment for a listing of contents.

http://client.terracon.com/

Responsive ■ Resourceful ■ Reliable

INTRODUCTION

Geotechnical Borrow Report

SERP-2-034(007)049, PCN 22876

ND 34 – Southwest of Gackle

Logan County, North Dakota Terracon Project No. M2205109

February 9, 2021

INTRODUCTION

This report presents the results of our subsurface exploration services performed for the proposed

grade raise project located on ND 34 – Southwest of Gackle in Logan County, North Dakota.

The geotechnical Scope of Services for this project included the advancement of 35 test borings

to a depth of 5 feet below existing site grades. Soil samples were taken at one-foot intervals along

with bulk samples for laboratory testing. The laboratory testing included moisture content, particle

size analysis, Atterberg limits, and moisture-density relationships. AASHTO standards were

followed for laboratory procedures.

Maps showing the site and boring locations are shown in the Site Location and Exploration

Plan sections, respectively. The results of the laboratory testing performed on soil samples

obtained from the site during the field exploration are included in the Exploration Results section.

SITE CONDITIONS

The following description of site conditions is derived from our site visit in association with the

field exploration and our review of publicly available geologic and topographic maps.

Item Description

Parcel Information

The site is located approximately 7 miles south and 8 miles west of Gackle,

North Dakota.

SW¼, Section 12, Township 135N, Range 69W

Latitude: 46.5199° N, Longitude: 99.3041° W (approximate)

See Site Location

Existing

Improvements The site is used for agricultural purposes.

Current Ground

Cover Bare earth, light to moderately vegetated

Existing Topography Drop in grade from southwest to northeast.


GEOTECHNICAL CHARACTERIZATION

Variable soil conditions were encountered within our test borings. Topsoil depths ranged from

approximately one to six inches. Underlying the topsoil, lean clays with variable amounts of sand

and gravel were primarily encountered in the northern half of the site. The southern portion of the

site consisted predominantly of sand and gravel. The site contains cobbles and boulders.

Boring Number

Depth of Sample (feet)

AASHTO Class

USCS Class Average In

Place Water Content (%)

Optimum Water

Content T-180 (%)

Max Dry

Density

(lb/ft3)

B-1 1-5 A-7-6 (12) CL 9.4 14.9 114.9

B-2 1-5 A-6 (9) CL 10.1 15.7 112.5

B-3 1-5 A-6 (7) CL 8 13.2 116.0

B-4 1-5 A-1-b (0) SP-SM 2.5 6.7 135.4

B-5 1-5 A-6 (8) CL 28.9 13.6 117.3

B-6 1-5 A-6 (6) CL 22.2 12.4 120.6

B-7 1-5 A-7-6 (30) CH 36.4 21.2 102.8

B-8 1-5 A-6 (12) CL 17.9 16.4 110.8

B-9 1-5 A-6 (9) CL 20.5 15.6 111.7

B-10 1-5 A-1-b (0) SP-SM 4 7.7 134.2

B-11 1-5 A-1-b (0) SP-SM 3.8 8.3 130.3

B-12 1-5 A-2-4 (0) GC 4.2 7.1 134.3

B-13 1-5 A-1-a (0) GP 2.8 6.1 133.9

B-14 1-5 A-1-a (0) SP-SM 2.7 6.6 136.5

B-15 1-5 A-2-4 (0) SC-SM 4.9 9.1 128.5

B-16 1-5 A-2-4 (0) SM 4.2 9 128.7

B-17 1-5 A-6 (9) CL 27.6 12.2 121.3

B-18 1-5 A-6 (8) CL 16.8 15.7 112.4

B-19 1-5 A-2-4 (0) GP-GC 7.2 8.3 132.6

B-20 1-5 A-2-4 (0) SC 5.7 7.7 134.0

B-21 1-5 A-2-4 (0) SC 6.2 10.1 122.8

B-22 1-5 A-1-b (0) SM 3.9 7.2 136.4

B-23 1-5 A-1-b (0) SP-SM 4.1 9.3 128.1

B-24 1-5 A-1-a (0) SP-SM 2.7 8 131.1

B-25 1-5 A-1-a (0) SP-SM 2.5 7.9 131.7

B-26 1-5 A-1-b (0) SP-SM 2.7 8.3 129.5

B-27 1-5 A-1-b (0) SP-SM 3.2 7 133.7

B-28 1-5 A-2-4 (0) GP-GC 2.8 6.3 136.0


Boring Number

Depth of Sample (feet)

AASHTO Class

USCS Class Average In

Place Water Content (%)

Optimum Water

Content T-180 (%)

Max Dry

Density

(lb/ft3)

B-29 1-5 A-6 (7) CL 9.1 13.8 117.1

B-30 1-5 A-2-4 (0) SM 8.7 9.9 127.9

B-31 1-5 A-1-b (0) SP-SM 5.6 7 134.9

B-32 1-5 A-1-a (0) SW-SM 2 6.7 132.5

B-33 1-5 A-6 (1) SC 7.1 11.9 122.5

B-34 1-5 A-1-b (0) SP-SM 2.6 9.1 126.6

B-35 1-5 A-3 (0) SP-SM 3 8 130.1

The boreholes were observed while drilling and after completion for the presence and level of

groundwater. Groundwater was observed at a depth of 5 and 4 feet in borings B-6 and B-7,

respectively.

The AASHTO classifications of the soils from the borrow area ranged from A-1 to A-7-6. The average

moisture contents of the samples at the time of drilling range from 6.5% below to 15.4% above their

respective optimum water content. The group indices of the samples ranged from 0 to 30 with an

average of 3. The soils on the southern half of the borrow area are indicated to be the better

subgrade soils; however, under average conditions of good drainage and thorough mixing and

compaction, the soils from the northern half should perform adequately as a subgrade embankment

material.


ATTACHMENTS


SITE LOCATION AND EXPLORATION PLANS

Contents:

Site Location

Exploration Plan

Note: All attachments are one page unless noted above.

SITE LOCATION

SERP-2-034(007)049, PCN 22876 ■ Logan County, North Dakota

February 9, 2021 ■ Terracon Project No. M2205109

Note to Preparer: This is a large table with outside borders. Just click inside the table

above this text box, then paste your GIS Toolbox image.

When paragraph markers are turned on you may notice a line of hidden text above and

outside the table – please leave that alone. Limit editing to inside the table.

The line at the bottom about the general location is a separate table line. You can edit

it as desired, but try to keep to a single line of text to avoid reformatting the page.

SITE LOC ATION

DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS

EXPLORATION PLAN

SERP-2-034(007)049, PCN 22876 ■ Logan County, North Dakota

February 9, 2021 ■ Terracon Project No. M2205109

Note to Preparer: This is a large table with outside borders. Just click inside the table

above this text box, then paste your GIS Toolbox image.

When paragraph markers are turned on you may notice a line of hidden text above and

outside the table – please leave that alone. Limit editing to inside the table.

The line at the bottom about the general location is a separate table line. You can edit

it as desired, but try to keep to a single line of text to avoid reformatting the page.

EXPLOR ATION PLAN

DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS

EXPLORATION RESULTS

Contents:

Summary of Laboratory Results (5 pages)

Atterberg Limits (2 pages)

Grain Size Distribution (12 pages)

Moisture Density Relationship (35 pages)

Note: All attachments are one page unless noted above.

B-1 1 - 5 42 18 24 114.9 / 14.9 F3

B-1 2 - 3 8.6

B-1 3 - 4 8.8

B-1 4 - 5 10.8

B-2 1 - 5 38 20 18 112.5 / 15.7 F3

B-2 2 - 3 9.8

B-2 3 - 4 10

B-2 4 - 5 10.5

B-3 1 - 5 36 17 19 116.0 / 13.2 F3

B-3 2 - 3 8.9

B-3 3 - 4 7.8

B-3 4 - 5 7.3

B-4 1 - 5 NP NP NP 135.4 / 6.7 F2

B-4 2 - 3 2.6

B-4 3 - 4 2.1

B-4 4 - 5 2.9

B-5 1 - 5 36 16 20 117.3 / 13.6 F3

B-5 2 - 3 28.9

B-5 3 - 4 29.6

B-5 4 - 5 28.2

B-6 1 - 5 34 16 18 120.6 / 12.4 F3

B-6 2 - 3 19.3

B-6 3 - 4 21.6

B-6 4 - 5 25.7

B-7 1 - 5 59 23 36 102.8 / 21.2 F3

B-7 2 - 3 39.5

B-7 3 - 4 36.5

B-7 4 - 33.2

PAGE 1 OF 5SUMMARY OF LABORATORY RESULTS

PROJECT: Borrow Investigation - SERP-2-034(007)049 PROJECT NUMBER: M2205109

CLIENT: Kadrmas Lee & Jackson Inc Bismarck, ND

SITE: PCN 22876, HWY 34 Gackle, ND

PH. 701-258-2833 FAX. 701-258-2857

1805 Hancock Dr PO Box 2084Bismarck, ND

TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

TE

D F

RO

M O

RIG

INA

L R

EP

OR

T.

SM

AR

T L

AB

SU

MM

AR

Y-L

AN

DS

CA

PE

_A M

2205

109

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/5/2

1

BORINGID Depth (Ft.) Plastic

Limit Frost ClassLiquidLimit

PlasticityIndex

ProctorDry Density (pcf) /Opt. Moisture (%)

WaterContent (%)

B-8 1 - 5 37 16 21 110.8 / 16.4 F3

B-8 2 - 3 17.2

B-8 3 - 4 18.3

B-8 4 - 5 18.1

B-9 1 - 5 33 18 15 111.7 / 15.6 F3

B-9 2 - 3 20.5

B-9 3 - 4 20.2

B-9 4 - 5 20.7

B-10 1 - 5 NP NP NP 134.2 / 7.7 F2

B-10 2 - 3 3.2

B-10 3 - 4 4.3

B-10 4 - 5 4.5

B-11 1 - 5 NP NP NP 130.3 / 8.3 F2

B-11 2 - 3 3.8

B-11 3 - 4 3.8

B-11 4 - 5 3.8

B-12 1 - 5 25 16 9 134.3 / 7.1 F2

B-12 2 - 3 2.9

B-12 3 - 4 4.7

B-12 4 - 5 5

B-13 1 - 5 NP NP NP 133.9 / 6.1 F2

B-13 2 - 3 2.8

B-13 3 - 4 2.7

B-13 4 - 5 3

B-14 1 - 5 NP NP NP 136.5 / 6.6 F2

B-14 2 - 3 2.7

B-14 3 - 4 2.5

B-14 4 - 5 2.8





PH. 701-258-2833 FAX. 701-258-2857


TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

TE

D F

RO

M O

RIG

INA

L R

EP

OR

T.

SM

AR

T L

AB

SU

MM

AR

Y-L

AN

DS

CA

PE

_A M

2205

109

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/5/2

1



PlasticityIndex


WaterContent (%)

B-15 1 - 5 22 16 6 128.5 / 9.1 F3

B-15 2 - 3 5.2

B-15 3 - 4 4.9

B-15 4 - 5 4.5

B-16 1 - 5 NP NP NP 128.7 / 9.0 F3

B-16 2 - 3 4.6

B-16 3 - 4 3.8

B-16 4 - 5 4.1

B-17 1 - 5 34 15 19 121.3 / 12.2 F3

B-17 2 - 3 31.1

B-17 3 - 4 28.3

B-17 4 - 5 23.5

B-18 1 - 5 37 16 21 112.4 / 15.7 F3

B-18 2 - 3 13.1

B-18 3 - 4 18.9

B-18 4 - 5 18.4

B-19 1 - 5 24 14 10 132.6 / 8.3 F2

B-19 2 - 3 7.6

B-19 3 - 4 7.9

B-19 4 - 5 6.1

B-20 1 - 5 24 16 8 134.0 / 7.7 F2

B-20 2 - 3 4.9

B-20 3 - 4 5.5

B-20 4 - 5 6.6

B-21 1 - 5 27 17 10 122.8 / 10.1 F3

B-21 2 - 3 6.8

B-21 3 - 4 6

B-21 4 - 5 5.9





PH. 701-258-2833 FAX. 701-258-2857


TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

TE

D F

RO

M O

RIG

INA

L R

EP

OR

T.

SM

AR

T L

AB

SU

MM

AR

Y-L

AN

DS

CA

PE

_A M

2205

109

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/5/2

1



PlasticityIndex


WaterContent (%)

B-22 1 - 5 NP NP NP 136.4 / 7.2 F2

B-22 2 - 3 3.2

B-22 3 - 4 4

B-22 4 - 5 4.4

B-23 1 - 5 26 24 2 128.1 / 9.3 F2

B-23 2 - 3 4.4

B-23 3 - 4 4.7

B-23 4 - 5 3.3

B-24 1 - 5 NP NP NP 131.1 / 8.0 F2

B-24 2 - 3 2.6

B-24 3 - 4 2.5

B-24 4 - 5 3

B-25 1 - 5 NP NP NP 131.7 / 7.9 F2

B-25 2 - 3 2.5

B-25 3 - 4 2.8

B-25 4 - 5 2.2

B-26 1 - 5 NP NP NP 129.5 / 8.3 F2

B-26 2 - 3 3.1

B-26 3 - 4 2.6

B-26 4 - 5 2.4

B-27 1 - 5 NP NP NP 133.7 / 7.0 F2

B-27 2 - 3 4

B-27 3 - 4 3.2

B-27 4 - 5 2.4

B-28 1 - 5 25 16 9 136.0 / 6.3 F1

B-28 2 - 3 3.5

B-28 3 - 4 2.7

B-28 4 - 5 2.3





PH. 701-258-2833 FAX. 701-258-2857


TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

TE

D F

RO

M O

RIG

INA

L R

EP

OR

T.

SM

AR

T L

AB

SU

MM

AR

Y-L

AN

DS

CA

PE

_A M

2205

109

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/5/2

1



PlasticityIndex


WaterContent (%)

B-29 1 - 5 36 17 19 117.1 / 13.8 F3

B-29 2 - 3 8.9

B-29 3 - 4 9.4

B-29 4 - 5 9.1

B-30 1 - 5 NP NP NP 127.9 / 9.9 F3

B-30 2 - 3 9.4

B-30 3 - 4 9.8

B-30 4 - 5 6.9

B-31 1 - 5 NP NP NP 134.9 / 7.0 F2

B-31 2 - 3 7.3

B-31 3 - 4 5.3

B-31 4 - 5 4.3

B-32 1 - 5 NP NP NP 132.5 / 6.7 F2

B-32 2 - 3 2.3

B-32 3 - 4 1.7

B-32 4 - 5 1.9

B-33 1 - 5 28 14 14 122.5 / 11.9 F3

B-33 2 - 3 8.5

B-33 3 - 4 7.8

B-33 4 - 5 5

B-34 1 - 5 NP NP NP 126.6 / 9.1 F2

B-34 2 - 3 2.7

B-34 3 - 4 2.2

B-34 4 - 5 3

B-35 1 - 5 NP NP NP 130.1 / 8.0 F2

B-35 2 - 3 2.5

B-35 3 - 4 3.4

B-35 4 - 5 3.2





PH. 701-258-2833 FAX. 701-258-2857


TH

IS B

OR

ING

LO

G IS

NO

T V

ALI

D IF

SE

PA

RA

TE

D F

RO

M O

RIG

INA

L R

EP

OR

T.

SM

AR

T L

AB

SU

MM

AR

Y-L

AN

DS

CA

PE

_A M

2205

109

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/5/2

1



PlasticityIndex


WaterContent (%)

0

10

20

30

40

50

60

0 20 40 60 80 100

CH o

r

OH

CL o

r

OL

ML or OL

MH or OH

"U" L

ine

PLASTICITY

INDEX

"A" L

ine

ATTERBERG LIMITS RESULTSASTM D4318

LIQUID LIMIT

SANDY LEAN CLAY (CL)



POORLY GRADED SAND with SILT and GRAVEL (SP-SM)



FAT CLAY with SAND (CH)


LEAN CLAY with SAND (CL)



CLAYEY GRAVEL with SAND (GC)

WELL-GRADED GRAVEL with SAND (GW)


SILTY, CLAYEY SAND (SC-SM)

SILTY SAND (SM)



POORLY GRADED GRAVEL with CLAY and SAND (GP-GC)

CLAYEY SAND with GRAVEL (SC)

B-1

B-2

B-3

B-4

B-5

B-6

B-7

B-8

B-9

B-10

B-11

B-12

B-13

B-14

B-15

B-16

B-17

B-18

B-19

B-20

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

A-7-6 (12)

A-6 (9)

A-6 (7)

A-1-b (0)

A-6 (8)

A-6 (6)

A-7-6 (30)

A-6 (12)

A-6 (9)

A-1-b (0)

A-1-b (0)

A-2-4 (0)

A-1-a (0)

A-1-a (0)

A-2-4 (0)

A-2-4 (0)

A-6 (9)

A-6 (8)

A-2-4 (0)

A-2-4 (0)

42

38

36

NP

36

34

59

37

33

NP

NP

25

NP

NP

22

NP

34

37

24

24

18

20

17

NP

16

16

23

16

18

NP

NP

16

NP

NP

16

NP

15

16

14

16

24

18

19

NP

20

18

36

21

15

NP

NP

9

NP

NP

6

NP

19

21

10

8

61.3

62.3

54.9

10.2

57.3

53.6

80.2

68.5

70.0

11.6

9.9

18.3

4.0

6.0

25.0

20.7

62.1

54.1

6.1

12.5

PROJECT NUMBER: M2205109


PROJECT: Borrow Investigation -SERP-2-034(007)049



LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

AT

TE

RB

ER

G L

IMIT

S-A

AS

HT

O M

2205

109

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/9/2

1

CL-ML

DescriptionFinesPIPLLLBoring ID Depth AASHTO

0

10

20

30

40

50

60

0 20 40 60 80 100

CH o

r

OH

CL o

r

OL

ML or OL

MH or OH

"U" L

ine

PLASTICITY

INDEX

"A" L

ine

ATTERBERG LIMITS RESULTSASTM D4318

LIQUID LIMIT

CLAYEY SAND with GRAVEL (SC)

SILTY SAND with GRAVEL (SM)






POORLY GRADED GRAVEL with CLAY and SAND (GP-GC)


SILTY SAND (SM)


WELL-GRADED SAND with SILT and GRAVEL (SW-SM)

CLAYEY SAND (SC)



B-21

B-22

B-23

B-24

B-25

B-26

B-27

B-28

B-29

B-30

B-31

B-32

B-33

B-34

B-35

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

1 - 5

A-2-4 (0)

A-1-b (0)

A-1-b (0)

A-1-a (0)

A-1-a (0)

A-1-b (0)

A-1-b (0)

A-2-4 (0)

A-6 (7)

A-2-4 (0)

A-1-b (0)

A-1-a (0)

A-6 (1)

A-1-b (0)

A-3 (0)

27

NP

26

NP

NP

NP

NP

25

36

NP

NP

NP

28

NP

NP

17

NP

24

NP

NP

NP

NP

16

17

NP

NP

NP

14

NP

NP

10

NP

2

NP

NP

NP

NP

9

19

NP

NP

NP

14

NP

NP

23.2

12.8

9.8

7.4

5.7

6.7

10.0

6.9

54.1

24.1

10.0

5.4

37.4

10.1

9.4






LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

AT

TE

RB

ER

G L

IMIT

S-A

AS

HT

O M

2205

109

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/9/2

1

CL-ML

DescriptionFinesPIPLLLBoring ID Depth AASHTO

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

3/4 1/23/8 30 403 60

HYDROMETERU.S. SIEVE OPENING IN INCHES

16 20

100

90

80

70

60

50

40

30

20

10

0

U.S. SIEVE NUMBERS

44 10063 2 10 14 506 2001.5 81 140

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T

GRAIN SIZE DISTRIBUTIONAASHTO T-88






LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

GR

AIN

SIZ

E: A

AS

HT

O T

-88

M2

2051

09

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/9/2

1

B-1

B-2

B-3

SANDSILT OR CLAY

D30

D60

BORING ID

1 1/2"1"

3/4"1/2"3/8"#4#10#20#40#60#100#200

100.099.3198.4496.9996.0993.4189.3286.2382.0576.4169.0861.31

3/4"1/2"3/8"#4#10#20#40#60#100#200

100.099.9199.6398.896.6594.5690.6983.9273.9662.34

100.099.3498.497.7995.7591.6188.4683.375.6565.4754.94

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

COARSE MATERIALfine

CC

CU

D10

1 - 5

1 - 5

1 - 5

CL

CL

CL

0.068 0.066 0.105

0.003 0.007 0.011

0.002 0.002 0.002

45.12 39.38 62.34

0.11 0.46 0.63

0.0

0.0

0.0

10.7

3.3

8.4

28.0

34.3

36.7

18.0

13.2

12.3

A-7-6 (12)

A-6 (9)

A-6 (7)

coarse

43.4

49.1

42.6

Sieve

REMARKS

SOIL DESCRIPTION% Finer% Finer SieveSieve% Finer

USCS% CLAY% FINES% SILT% SAND% GRAVEL% COBBLESDEPTH

COEFFICIENTS

GRAIN SIZE

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

3/4 1/23/8 30 403 60


16 20

100

90

80

70

60

50

40

30

20

10

0

U.S. SIEVE NUMBERS

44 10063 2 10 14 506 2001.5 81 140

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

GR

AIN

SIZ

E: A

AS

HT

O T

-88

M2

2051

09

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/9/2

1

B-4

B-5

B-6

SANDSILT OR CLAY

D30

D60

BORING ID

2"1 1/2"

1"3/4"1/2"3/8"#4#10#20 #40#60#100#200

100.097.9789.8986.0380.2674.2162.2945.9438.86 30.5221.8814.8510.21

#4#10#20#40#60#100#200

100.095.5392.888.0180.2768.7557.29

100.093.0786.2879.672.4363.5853.6

3/8"#10#20#40#60#100#200

COARSE MATERIALfine

CC

CU

D10

1 - 5

1 - 5

1 - 5

SP-SM

CL

CL

4.208 0.088 0.117

0.412 0.007 0.012

0.073

57.53

0.55

0.0

0.0

0.0

54.1

4.5

6.9

35.7

38.2

39.5

1.1

20.8

16.4

A-1-b (0)

A-6 (8)

A-6 (6)

coarse

9.1

36.5

37.2

Sieve

REMARKS



COEFFICIENTS

GRAIN SIZE

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

3/4 1/23/8 30 403 60


16 20

100

90

80

70

60

50

40

30

20

10

0

U.S. SIEVE NUMBERS

44 10063 2 10 14 506 2001.5 81 140

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

GR

AIN

SIZ

E: A

AS

HT

O T

-88

M2

2051

09

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/9/2

1

B-7

B-8

B-9

SANDSILT OR CLAY

D30

D60

BORING ID

#4#20#40#60#100#200

100.098.3295.1590.7885.6280.2

1 1/2"3/4"3/8"#4#10#20#40#60#100#200

100.098.4397.3895.3893.2992.591.1688.3181.4368.45

100.099.8499.899.6798.0497.0394.7990.2382.2370.02

3/4"1/2"3/8"#4#10#20#40#60#100#200

COARSE MATERIALfine

CC

CU

D10

1 - 5

1 - 5

1 - 5

CH

CL

CL

0.019 0.053 0.059

0.002 0.01 0.01

0.0

0.0

0.0

0.8

6.7

2.0

19.0

24.8

28.0

27.1

19.3

14.7

A-7-6 (30)

A-6 (12)

A-6 (9)

coarse

53.1

49.1

55.3

Sieve

REMARKS



COEFFICIENTS

GRAIN SIZE

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

3/4 1/23/8 30 403 60


16 20

100

90

80

70

60

50

40

30

20

10

0

U.S. SIEVE NUMBERS

44 10063 2 10 14 506 2001.5 81 140

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

GR

AIN

SIZ

E: A

AS

HT

O T

-88

M2

2051

09

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/9/2

1

B-10

B-11

B-12

SANDSILT OR CLAY

D30

D60

BORING ID

3"2"

1 1/2"1"

3/4"1/2"3/8"#4#10#20#40#60#100#200

100.097.5696.0190.886.8880.5776.8270.4956.4247.438.3829.1218.9711.55

2"1 1/2"

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

100.099.0593.890.2885.8681.3273.1561.8654.5443.6529.8317.179.88

100.092.1787.4379.8475.4368.3158.8943.738.1632.2426.6821.9718.31

3"2"

1 1/2"1"

3/4"1/2"#4#10#20#40#60#100#200

COARSE MATERIALfine

CC

CU

D10

1 - 5

1 - 5

1 - 5

SP-SM

SP-SM

GC

2.493 1.61 5.322

0.263 0.252 0.343

0.062 0.076 0.019

40.42 21.22 277.29

0.45 0.52 1.15

0.0

0.0

0.0

43.6

38.1

56.3

44.9

52.0

25.4

1.4

1.8

4.2

A-1-b (0)

A-1-b (0)

A-2-4 (0)

coarse

10.1

8.1

14.1

Sieve

REMARKS



COEFFICIENTS

GRAIN SIZE

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

3/4 1/23/8 30 403 60


16 20

100

90

80

70

60

50

40

30

20

10

0

U.S. SIEVE NUMBERS

44 10063 2 10 14 506 2001.5 81 140

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

GR

AIN

SIZ

E: A

AS

HT

O T

-88

M2

2051

09

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/9/2

1

B-13

B-14

B-15

SANDSILT OR CLAY

D30

D60

BORING ID

3"2"

1 1/2"1"

3/4"1/2"#4#10#20#40#60#100#200

100.095.3789.2877.7969.5857.1143.1517.3414.0310.757.855.543.99

2"1 1/2"

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

100.098.5392.8386.2874.9968.4454.2827.4822.5217.0912.458.686.04

100.099.5898.1195.6894.3390.7585.4780.2169.6256.6940.4225.03

1 1/2"1"

3/4"1/2"3/8"#4#10#20#40#60#100#200

COARSE MATERIALfine

CC

CU

D10

1 - 5

1 - 5

1 - 5

GW

SP-SM

SC-SM

13.774 6.286 0.286

3.057 2.17 0.094

0.37 0.179 0.011

37.20 35.04 25.47

1.83 4.18 2.73

0.0

0.0

0.0

82.7

72.5

14.5

13.3

21.4

60.4

0.4

0.7

3.7

A-1-a (0)

A-1-a (0)

A-2-4 (0)

coarse

3.6

5.4

21.4

Sieve

REMARKS



COEFFICIENTS

GRAIN SIZE

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

3/4 1/23/8 30 403 60


16 20

100

90

80

70

60

50

40

30

20

10

0

U.S. SIEVE NUMBERS

44 10063 2 10 14 506 2001.5 81 140

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

GR

AIN

SIZ

E: A

AS

HT

O T

-88

M2

2051

09

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/9/2

1

B-16

B-17

B-18

SANDSILT OR CLAY

D30

D60

BORING ID

1 1/2"1"

3/4"1/2"3/8"#4#10#20#40#60#100#200

100.097.8596.1895.1593.8691.5787.9883.3372.2156.5836.720.7

#4#10#20#40#60#100#200

100.098.6295.0590.9785.1376.0562.12

100.098.9196.8888.285.7980.4673.5564.3254.08

1/2"3/8"#4#10#20#40#60#100#200

COARSE MATERIALfine

CC

CU

D10

1 - 5

1 - 5

1 - 5

SM

CL

CL

0.281 0.067 0.112

0.112 0.006 0.012

0.024

11.79

1.88

0.0

0.0

0.0

12.0

1.4

11.8

67.3

36.5

34.1

3.0

21.6

16.7

A-2-4 (0)

A-6 (9)

A-6 (8)

coarse

17.7

40.5

37.4

Sieve

REMARKS



COEFFICIENTS

GRAIN SIZE

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

3/4 1/23/8 30 403 60


16 20

100

90

80

70

60

50

40

30

20

10

0

U.S. SIEVE NUMBERS

44 10063 2 10 14 506 2001.5 81 140

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

GR

AIN

SIZ

E: A

AS

HT

O T

-88

M2

2051

09

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/9/2

1

B-19

B-20

B-21

SANDSILT OR CLAY

D30

D60

BORING ID

2"1 1/2"

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

100.090.1578.7469.8460.1854.0338.9523.0219.815.3610.997.786.14

2"1 1/2"

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

100.095.8490.283.8277.6673.5963.4943.2336.5528.6821.7716.1312.54

100.095.4991.9389.4586.1884.781.0976.5572.6862.0346.8231.9623.21

2"1 1/2"

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

COARSE MATERIALfine

CC

CU

D10

1 - 5

1 - 5

1 - 5

GP-GC

SC

SC

12.401 4.092 0.396

2.922 0.477 0.128

0.214 0.047 0.014

58.05 86.65 28.83

3.22 1.18 3.03

0.0

0.0

0.0

77.0

56.8

23.4

16.9

30.7

53.3

2.1

2.6

4.3

A-2-4 (0)

A-2-4 (0)

A-2-4 (0)

coarse

4.0

10.0

19.0

Sieve

REMARKS



COEFFICIENTS

GRAIN SIZE

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

3/4 1/23/8 30 403 60


16 20

100

90

80

70

60

50

40

30

20

10

0

U.S. SIEVE NUMBERS

44 10063 2 10 14 506 2001.5 81 140

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

GR

AIN

SIZ

E: A

AS

HT

O T

-88

M2

2051

09

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/9/2

1

B-22

B-23

B-24

SANDSILT OR CLAY

D30

D60

BORING ID

2"1 1/2"

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

100.099.6196.1691.6787.2583.0672.1257.0144.3932.4823.416.9112.79

3"2"

1 1/2"1"

3/4"1/2"3/8"#4#10#20#40#60#100#200

100.097.994.0888.6282.4874.7570.2161.1447.5241.9731.0920.613.349.79

100.098.9298.5291.9785.5777.8773.1260.9945.7739.0130.1921.1212.797.4

3"2"

1 1/2"1"

3/4"1/2"3/8"#4#10#20#40#60#100#200

COARSE MATERIALfine

CC

CU

D10

1 - 5

1 - 5

1 - 5

SM

SP-SM

SP-SM

2.373 4.417 4.49

0.368 0.402 0.42

0.044 0.078 0.105

53.98 56.56 42.85

1.30 0.47 0.38

0.0

0.0

0.0

43.0

52.5

54.2

44.2

37.7

38.4

2.5

1.5

1.6

A-1-b (0)

A-1-b (0)

A-1-a (0)

coarse

10.3

8.3

5.8

Sieve

REMARKS



COEFFICIENTS

GRAIN SIZE

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

3/4 1/23/8 30 403 60


16 20

100

90

80

70

60

50

40

30

20

10

0

U.S. SIEVE NUMBERS

44 10063 2 10 14 506 2001.5 81 140

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

GR

AIN

SIZ

E: A

AS

HT

O T

-88

M2

2051

09

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/9/2

1

B-25

B-26

B-27

SANDSILT OR CLAY

D30

D60

BORING ID

2"1 1/2"

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

100.098.0294.0990.8885.1181.4468.6446.4234.3722.1213.518.275.68

2"1 1/2"

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

100.096.4292.4687.9382.1378.5569.2957.3549.1936.1223.112.116.74

100.098.4890.4184.5177.6872.760.6945.5239.0831.5525.0317.1210.0

2"1 1/2"

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

COARSE MATERIALfine

CC

CU

D10

1 - 5

1 - 5

1 - 5

SP-SM

SP-SM

SP-SM

3.393 2.424 4.566

0.664 0.331 0.375

0.178 0.114 0.075

19.11 21.22 60.87

0.73 0.40 0.41

0.0

0.0

0.0

53.6

42.7

54.5

40.7

50.6

35.5

1.2

1.3

1.4

A-1-a (0)

A-1-b (0)

A-1-b (0)

coarse

4.4

5.4

8.6

Sieve

REMARKS



COEFFICIENTS

GRAIN SIZE

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

3/4 1/23/8 30 403 60


16 20

100

90

80

70

60

50

40

30

20

10

0

U.S. SIEVE NUMBERS

44 10063 2 10 14 506 2001.5 81 140

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

GR

AIN

SIZ

E: A

AS

HT

O T

-88

M2

2051

09

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/9/2

1

B-28

B-29

B-30

SANDSILT OR CLAY

D30

D60

BORING ID

3"2"

1 1/2"1"

3/4"1/2"3/8"#4#10#20#40#60#100#200

100.095.8788.3881.0672.8362.0455.3642.0824.5621.5117.5912.979.046.9

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

100.098.8796.1494.9691.2387.5582.8877.3570.0861.5254.06

100.099.7699.4699.0695.7487.4380.4467.1348.9232.9124.15

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

COARSE MATERIALfine

CC

CU

D10

1 - 5

1 - 5

1 - 5

GP-GC

CL

SM

11.494 0.13 0.345

2.616 0.006 0.119

0.17 0.002 0.004

67.67 80.66 96.36

3.51 0.18 11.48

0.0

0.0

0.0

75.4

12.5

12.6

17.7

33.5

63.3

1.3

14.4

8.4

A-2-4 (0)

A-6 (7)

A-2-4 (0)

coarse

5.6

39.6

15.8

Sieve

REMARKS



COEFFICIENTS

GRAIN SIZE

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

3/4 1/23/8 30 403 60


16 20

100

90

80

70

60

50

40

30

20

10

0

U.S. SIEVE NUMBERS

44 10063 2 10 14 506 2001.5 81 140

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

GR

AIN

SIZ

E: A

AS

HT

O T

-88

M2

2051

09

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/9/2

1

B-31

B-32

B-33

SANDSILT OR CLAY

D30

D60

BORING ID

2"1 1/2"

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

100.098.6793.3489.2483.4480.1369.4652.5943.7435.3526.0616.389.98

3"2"

1 1/2"1"

3/4"1/2"3/8"#4#10#20#40#60#100#200

100.097.5294.8689.3384.3877.171.9355.7734.927.7421.515.239.15.37

100.099.7399.4799.3198.897.7693.0982.6367.0949.2437.42

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

COARSE MATERIALfine

CC

CU

D10

1 - 5

1 - 5

1 - 5

SP-SM

SW-SM

SC

2.924 5.695 0.204

0.313 1.114 0.042

0.075 0.162 0.002

38.90 35.23 101.33

0.45 1.35 4.21

0.0

0.0

0.0

47.4

65.1

2.2

42.6

29.5

60.3

2.8

0.8

10.0

A-1-b (0)

A-1-a (0)

A-6 (1)

coarse

7.2

4.6

27.4

Sieve

REMARKS



COEFFICIENTS

GRAIN SIZE

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

3/4 1/23/8 30 403 60


16 20

100

90

80

70

60

50

40

30

20

10

0

U.S. SIEVE NUMBERS

44 10063 2 10 14 506 2001.5 81 140

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

PE

RC

EN

T C

OA

RS

ER

BY

WE

IGH

T







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

GR

AIN

SIZ

E: A

AS

HT

O T

-88

M2

2051

09

BO

RR

OW

INV

ES

TIG

AT

.GP

J T

ER

RA

CO

N_D

AT

AT

EM

PLA

TE

.GD

T 2

/9/2

1

B-34

B-35

SANDSILT OR CLAY

D30

D60

BORING ID

2"1 1/2"

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

100.096.6291.4988.8385.1382.8577.7965.3158.9550.037.6721.3310.12

2"1 1/2"

1"3/4"1/2"3/8"#4#10#20#40#60#100#200

100.096.0995.0594.3791.9790.2284.574.7665.754.4939.5920.759.35

COARSE MATERIALfine

CC

CU

D10

1 - 5

1 - 5

SP-SM

SP-SM

0.979 0.597

0.197 0.193

0.074 0.078

13.27 7.66

0.54 0.80

0.0

0.0

34.7

25.2

55.2

65.4

1.2

0.6

A-1-b (0)

A-3 (0)

coarse

8.9

8.8

Sieve

REMARKS



COEFFICIENTS

GRAIN SIZE

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8

MOISTURE-DENSITY RELATIONSHIPASTM D698/D1557






LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21

AASHTO T180 Method D

B-1 @ 1 - 5 feetSource of Material

Description of Material

Remarks:

Test Method

PCF

%

TEST RESULTS

SANDY LEAN CLAY(CL)

Maximum Dry Density

%

42LL

114.9

61.3 Optimum Water Content

PIPL18 24

ATTERBERG LIMITS

14.9

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21

AASHTO T180 Method A



Remarks:

Test Method

PCF

%

TEST RESULTS

SANDY LEAN CLAY(CL)

Maximum Dry Density

%

38LL

112.5


PIPL20 18

ATTERBERG LIMITS

15.7

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

SANDY LEAN CLAY(CL)

Maximum Dry Density

%

36LL

116.0


PIPL17 19

ATTERBERG LIMITS

13.2

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

POORLY GRADED SAND with

SILT and GRAVEL(SP-SM)

Maximum Dry Density

%

NPLL

135.4


PIPLNP NP

ATTERBERG LIMITS

6.7

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

SANDY LEAN CLAY(CL)

Maximum Dry Density

%

36LL

117.3


PIPL16 20

ATTERBERG LIMITS

13.6

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

SANDY LEAN CLAY(CL)

Maximum Dry Density

%

34LL

120.6


PIPL16 18

ATTERBERG LIMITS

12.4

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

75

80

85

90

95

100

105

110

115

120

125

130

135

0 5 10 15 20 25 30 35 40 45

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8

ZAV for Gs = 2.7

ZAV for Gs = 2.6







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V2

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

FAT CLAY with SAND(CH)

Maximum Dry Density

%

59LL

102.8


PIPL23 36

ATTERBERG LIMITS

21.2

Percent Fines

75

80

85

90

95

100

105

110

115

120

125

130

135

0 5 10 15 20 25 30 35 40 45

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

SANDY LEAN CLAY(CL)

Maximum Dry Density

%

37LL

110.8


PIPL16 21

ATTERBERG LIMITS

16.4

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

>>

vv105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

LEAN CLAY with SAND(CL)

Maximum Dry Density

%

33LL

111.7


PIPL18 15

ATTERBERG LIMITS

15.6

Percent Fines

>>

vv105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS



Maximum Dry Density

%

NPLL

134.2


PIPLNP NP

ATTERBERG LIMITS

7.7

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS



Maximum Dry Density

%

NPLL

130.3


PIPLNP NP

ATTERBERG LIMITS

8.3

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

CLAYEY GRAVEL with

SAND(GC)

Maximum Dry Density

%

25LL

134.3


PIPL16 9

ATTERBERG LIMITS

7.1

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

WELL-GRADED GRAVEL with

SAND(GW)

Maximum Dry Density

%

NPLL

133.9


PIPLNP NP

ATTERBERG LIMITS

6.1

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS



Maximum Dry Density

%

NPLL

136.5


PIPLNP NP

ATTERBERG LIMITS

6.6

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

SILTY, CLAYEY SAND(SC-SM)

Maximum Dry Density

%

22LL

128.5


PIPL16 6

ATTERBERG LIMITS

9.1

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

SILTY SAND(SM)

Maximum Dry Density

%

NPLL

128.7


PIPLNP NP

ATTERBERG LIMITS

9.0

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

SANDY LEAN CLAY(CL)

Maximum Dry Density

%

34LL

121.3


PIPL15 19

ATTERBERG LIMITS

12.2

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

SANDY LEAN CLAY(CL)

Maximum Dry Density

%

37LL

112.4


PIPL16 21

ATTERBERG LIMITS

15.7

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

POORLY GRADED GRAVEL with

CLAY and SAND(GP-GC)

Maximum Dry Density

%

24LL

132.6


PIPL14 10

ATTERBERG LIMITS

8.3

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

CLAYEY SAND with

GRAVEL(SC)

Maximum Dry Density

%

24LL

134.0


PIPL16 8

ATTERBERG LIMITS

7.7

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

CLAYEY SAND with

GRAVEL(SC)

Maximum Dry Density

%

27LL

122.8


PIPL17 10

ATTERBERG LIMITS

10.1

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

SILTY SAND with GRAVEL(SM)

Maximum Dry Density

%

NPLL

136.4


PIPLNP NP

ATTERBERG LIMITS

7.2

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS



Maximum Dry Density

%

26LL

128.1


PIPL24 2

ATTERBERG LIMITS

9.3

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS



Maximum Dry Density

%

NPLL

131.1


PIPLNP NP

ATTERBERG LIMITS

8.0

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS



Maximum Dry Density

%

NPLL

131.7


PIPLNP NP

ATTERBERG LIMITS

7.9

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS



Maximum Dry Density

%

NPLL

129.5


PIPLNP NP

ATTERBERG LIMITS

8.3

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS



Maximum Dry Density

%

NPLL

133.7


PIPLNP NP

ATTERBERG LIMITS

7.0

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

POORLY GRADED GRAVEL with

CLAY and SAND(GP-GC)

Maximum Dry Density

%

25LL

136.0


PIPL16 9

ATTERBERG LIMITS

6.3

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

SANDY LEAN CLAY(CL)

Maximum Dry Density

%

36LL

117.1


PIPL17 19

ATTERBERG LIMITS

13.8

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

SILTY SAND(SM)

Maximum Dry Density

%

NPLL

127.9


PIPLNP NP

ATTERBERG LIMITS

9.9

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS



Maximum Dry Density

%

NPLL

134.9


PIPLNP NP

ATTERBERG LIMITS

7.0

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

WELL-GRADED SAND with SILT

and GRAVEL(SW-SM)

Maximum Dry Density

%

NPLL

132.5


PIPLNP NP

ATTERBERG LIMITS

6.7

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS

CLAYEY SAND(SC)

Maximum Dry Density

%

28LL

122.5


PIPL14 14

ATTERBERG LIMITS

11.9

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS



Maximum Dry Density

%

NPLL

126.6


PIPLNP NP

ATTERBERG LIMITS

9.1

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

WATER CONTENT, %

ZAV for Gs = 2.8







LAB

OR

AT

OR

Y T

ES

TS

AR

E N

OT

VA

LID

IF S

EP

AR

AT

ED

FR

OM

OR

IGIN

AL

RE

PO

RT

.

CO

MP

AC

TIO

N -

V1

M22

051

09 B

OR

RO

W IN

VE

ST

IGA

T.G

PJ

TE

RR

AC

ON

_DA

TA

TE

MP

LAT

E.G

DT

2/5

/21




Remarks:

Test Method

PCF

%

TEST RESULTS



Maximum Dry Density

%

NPLL

130.1


PIPLNP NP

ATTERBERG LIMITS

8.0

Percent Fines

105

107

109

111

113

115

117

119

121

123

125

127

129

131

133

135

137

139

141

143

145

0 5 10 15 20

DR

Y D

EN

SIT

Y,

pcf

ZAV for Gs = 2.7

ZAV for Gs = 2.6

geotechnical borrow report

Documents