ESBD_356333_1714694255704_Exhibit 2.2.pdf

PROJECT:

CLIENT I

DATE:

DRILLER

Wynne Unit Expansion

BORING LOG

TEXAS DEPARTMENT OF CORRECTIONS

7-11-80 PROJECT NO: 280-082

Anderson SOIL TECHNICIAN: Dean

BORING NO:

LOCATION

BORING TYPE:

GROUND ELEV:

CB-11

As Shown on Boring Plan 4-!11 Rotary

Q. 0

QI C/1

't

0 I - Shelby Tube Sample

�- Standard Penetration 0- No Recovery J-Jar ·'=

£ u.

0.

ti

� z

CD ct, ,!

0. 0.

E E 0 0 u, (I)

I • 1 351

I --

..... 5-

I • 1354

I • 1355

E Cl e C +- ·-

QI ,:,

C 0

QI QI

a. 12:

4+

4+

2.5

4+

4+

Ill

Cl)

Test Sample

DESCRIPTIO N OF STR ATUM

Hard dark gray sandy clay

-becomes gray sandy clay (fill)

Very stiff gray clay, jointed

-becomes hard gray clay, jointed and slickensided

�,o� + I I -becomes very stiff 4

1357 4+

1358 4+

1359 4+

1 • 1360 I 4+ '--20-

�25=il 1361 4+

�30 =a 1362 4+

L-35-

-40-

1-----f

L-45-

-becomes hard tan clay, jointed and slJcken�ided

-becomes gray

Bottom at 30'

SOIL MECHANICS INCORPORATED BRYAN , TEXAS

I

I

� l l

I

I I

PROJECT:

CLIENT:

DATE

DRILLER:

.I:

II

z u..

C.

U, II QI -

a. C.

E C

(/) (I)

1363-

Wynne Unit Expansion

BORING LOG

TEXAS DEPARTMENT OF CORRECTIONS

7 -11-80 PROJECT N0 1 280-082

Anderson SOIL TECHNICIAN: Dean

BORING NO:

LOCATION

BORING TYPE:

GROUND ELEV:

CB-12

As Shown on Boring Plan 4½'' Rotary

L ! Ill

QI ..

u..

I - Shelby Tube

Sample

�- Standard Penetration 0- No Recovery Test Sample

J-J ar E � 0 0 L. C

QI ,,

C C

QI QI

a.. 0::

4+

2.5

Ill

DESCRIPTION OF STRATUM

Hard gray sandy clay

-becomes very stiff gray clay

� 5-111365 12.0 -becomes stiff gray clay, jointed

---10-1-

� 15-tl 1370

-20-

�25=:.I

�30=-

-35-

1-40-

�45--

3.5

4+

4+

4+

4+

4+

4+

4+

4+

-becomes very stiff

-becomes hard gray clay, sl ickensided

-with white lime seams, jointed and sl ickensided

-becomes very stiff gray clay, jointed and sl ickensided

-becomes hard tan clay, jointed and sl ickensided

Bottom at 30'

Boring bailed to 20', 7-11-80 Water at 14 .5 1

, 7-14 -80

CLIENT:

DATE

DRILLER:

Wynne Unit Expansion

BORING LOG

TEXAS DEPARTMENT OF CORRECTIONS

7-11-80 PROJECT N01 280-082

Anderson so1L TECHNICIAN: Dean

BORING NO: CB-13

LOCATION I As Shown on Boring Plan

BORING TYPE 1 4½11 Rotary

GROUND ELEV:

a. d !� lL

I - Shelby Tube Sample

�- Standard Penetration 0- No Recovery J-Jar .I:

f lL a.

� z

QI (tS CII ii ii E E 0 0

(I) (I)

CII ..

E .. 0 0 L. C

+- ·-CII "O C 0 QI QI

Q. 0::

1 • 1338 I 4+

J...----1 I I N R

'""" 5 -1111 1 340

�10--1--

1-15-- 1345

�20-

4+

4+

4+

4+

4+

4+

4+

4+ l34914+

M

Test Sample

OESCRIPTIO N OF S TRATUM

Topsoil and rocks Hard gray clay, jointed

-becomes hard gray clay, jointed and slickensided

-becomes very stiff

-becomes hard

-becomes very stiff tan clay, jointed and sl ickensided

-becomes hard

-becomes hard gray clay, jointed and sl ickensided

Bottom at 30'

SOIL MECHANICS INCORPORATED BRYAN, TEXAS

BORING LOG

B ORING NO! C B-14 Wynne Unit Expansion

CLIENT: TEXAS DEPARTMENT OF CORRECTIONS

LOCATION I As Shown on

Boring Plan

DATE

DRILLER

7-14-80 PROJECT NO1 280-082 BORING TYPE: 4½'' Rotary Anderson so1L TECHNICIAN: Dean GROUND ELEV:

.CE

£ LL

a.

• a. d � z

QI us •

0. Q.

E E 0 0

I • 1399

L II v, .. .. II ., E o f .CE t -g l�

4+

1400 I 4+

.... 5 -J_ 1 4o 1 I 1. 7

1402 I 2.0

140 3 I 1 . 2 1-10-I-

1404 3.5

1405 4+

1406 4+

1407 4+

-. 1408 .... 20-

1409 14+

31 1410 4+ f-30

45-

I

LL

I - Shelby Tube [&1- Standard Penetration 0 - No Recovery Sample Test Sample

DESCRIP TIO N OF S TR ATUM

Hard gray sandy clay with red brick (fill)

-becomes stiff gray sandy clay with calcareous nodules

Stiff gray sandy clay with roots

-becomes plastic

-becomes very stiff gray clay, jointed and slickensided

-becomes hard

-becomes hard tan clay, jointed and sl ickensided

-becomes hard gray clay, jointed and sl ickensided

Bottom at 30'

SOIL MECHANICS INCORPORATED BRYAN , TEXAS

J-J ar

6'

P ROJECT:

DATE

DRILLER :

f IL Q.

a. d � z

Ill • ii ii E E 0 0

(I) en

1----1 /I N R

..-5-J:413

Wynne Unit Expansion

BORING LOG

TEXAS DEPARTMENT OF CORRECTIONS

7-14-80 PROJEC T N01 280-082

Anderson SOIL TECHNI CIAN: Dean

BORING NO:

LOCATION

BORING TYPE:

GROUND ELEV:

CB-15

As Shown on Boring Plan 4½11 Rotary

I

! VI

IL

I - Shelby Tube Sample

�- Standard Penetration Test Sample

0- No Recovery J-Jar QI � e • 0 01 t -� C 0

QI QI

a. a::

0.7

1.0

1.2

3.5

4+

M

OESCRIPTIO N OF STRATUM

Fi 11

Plastic dark gray sandy clay with rocks

-becomes plastic gray clay

-becomes stiff to very stiff gray clay, jointed

-becomes hard tan and gray clay, jointed

2'

1-10---1415 1416 4+ -becomes very stiff tan and gray clay, jointed and sl ickensided

1417 4+

_1418 4+

1419 4+

-becomes hard tan clay, jointed and sl ickensided

_ 1420 4+ ..-20-

-25=:11421 14+

-30:=111422 14+ -becomes hard gray clay, sl ickensided

Bottom at 30'

-35-f--40-e-45-

I l

I

I

I

I j

I

J

PROJECT:

CLIENT:

DATE

DRILLER:

Wynne Unit Expansion

BORING LOG

TEXAS DEPARTMENT OF CORRECTIONS

7-14-80 PROJECT NO: 280-082

Anderson SOIL TECHNICIAN: Dean

BORING NO:

LOCATION

BORING TYPE 1

GROUND ELEV:

CB-16

As Shown on Boring Plan 4½ 11 Rotary c.. d � z f Ill

QI �

IL

I - Shelby Tube Sample

�- Standard Penetration 0- No Recovery Test Sample

J-J or f IL c..

Cll

II

0. a.E E 0 0

(I) VI

J------t /I N R

E • 0 01 ._ C .. ·- " "O C 0 QI Cll a.. a::

1 - 1427 I 1. 0 I -

1- 5 -II 1428 I 1 . 5

- 1429 2.0

1430 4+ I �10-1-

1431 4+ I

1432 4+

-15---1433 I 4+

1434 I 4+

1435 14+ ---20-

.1436

1-25-.JIIIII

4+

Ill

D ESCR IPTIO N OF STRATUM

Red brick and rocks (fill)

Plastic dark gray sandy clay

-becomes stiff gray clay

I -becomes ha rd tan and gray clay, sl ickensided and jointed

I -becomes tan

-becomes hard gray clay, sl ickensided

Bottom at 30 1

2•

DATE

ORILLER1

Wynne Unit Expansion

BORING LOG

TEXAS DEPARTMENT OF CORRECTIONS

7-14-80 PROJECT NO1 280-082

Anderson SOIL TECHNICIAN 1 Dean

BORING NO:

LOCAT ION

BORING TYPE 1

GROUND ELEV:

CB-17

As Shown on Boring Plan 4½ 11 Rotary

•a. d L. .... • w, ... ... II ..

LL

I - Shelby Tube Sample

�- Standard Penetration 0- No Recovery J-Jar. I:: � z i cc • fl.I.. ! ii

a. E E

II O 0

0 (/) (/) e °' 0 C L. ·-

... ,, II O C QI

l a:

�1438 t:::=11439 I 4+

�1440 I 2.0

1441 2.5 I I

1442 4+ �,0-1-

1443 4+

1444 4+

1445 4+

1446 4+

40-

--1447 I 4+

144814+

1449 14+

Test Sample

DESCRIPTION OF STRATUM

Sand, clay and red brick (fill)

Hard gray clay, jointed

-becomes stiff dark gray clay

-becomes very stiff tan and gray clay

-becomes hard tan a�d gray clay, sl ickensided and jointed

-becomes hard tan clay, sl ickensided

-becomes very stiff

-becomes hard gray clay, slickensided

-becomes tan

-becomes very stiff gray clay, slickensided

Bottom at 30'

2'

I

I

I

I

I

- I

I

I

BORING LOG

PROJECT: Wynne Unit Expansion BORING NO: CB-18 As Shown on Boring Plan 4½ 11 Rotary

LOCATION

CLIENT: TEXAS DEPARTMENT OF CORRECTIONS

DATE

DRILLER:

7-11 -80 PROJECT No: 280-082 BORING TYPE:

Anderson

.I:

£ IL

0.

o. d r: z

• cC .!!

0. 0.

E E 0 0

(n (/)

I • 1375

! WI

e • 0 t:111 .._ C

II -0

C 0

Q. D:

1 • 1376 I 1. 2

._ 5 -111377

1378 1.5

1379 1.2 -,o ___

1380 2.5

1381 4+

>-�1382 4+

1383 4+

1384 4+

139514+

1396 14+

35-

�45-

IL

Ill

SOIL TECHNICIAN: Dean GROUND ELEV:

I - Shelby Tube Sample

�- Standard Penetration Test Sample

DESCRIPTION

Sand and clay (fill)

0-No

OF STRATUM

-becomes stiff tan and gray clay (fill)

Recovery

-becomes clay, rocks, wood, and black nodu l es (fil l )

-becomes stiff dark gray c l ay with rags and wood (fill)

Stiff gray clay

-becomes very stiff tan and gray clay

-becomes very stiff tan and gray clay, jointed and s 1 i c ken s i de d

-becomes hard .tan clay, jointed and .s.l ickensided

-becomes hard gray clay, sl ickensided

-becomes hard gray sandy c l ay

Bottom at 30'

Boring bailed to 21.5', 7-11-80 Water at 8 1

, 7-14-80

SOIL MECHANICS INCORPORATED BRYAN, TEXAS

J-Jar

8'

PROJEC T:

DAT E

DRILL ER:

J: LL +-

II

o. d r: z

Cl) II a 0.

E E 0 0 (/) (I)

BORING LOG

Wynne Unit Expansion

TEXAS DEPARTMENT OF CORRECTIONS

7-11-80 PROJECT NO: 280-082

Anderson SOIL TECHNICIAN: Dean

BORING NO: CB-19

LOCATION I As Shown on

Boring Plan s·oR1NG TYP E 1 4½11 Rotary

GROUND ELEV:

L. .... 11 11t +- .. II ..

+-0 0 u.

I - Shelby Tube Sample

� - Standard Penetration 0- No Recovery Test Sample

J-Jar E o 0 C L. ·-+- ,:, II c, C QI � a::

llt

D ESCRIPTIO N OF S TR ATUM

1 • 1387 I 2.0 Stiff tan sandy clay (fill)

I • 1388 -becomes sand, clay and rocks (fill)

�s-111389 1.0 -becomes plastic tan and gray sandy clay with red brick (fill)

1390 1.5

1391 1.0 �10--a-

1392 4+

1393 4+

_,;1-1394 4+

1395 4+

_ 1396 4+ 20-

139714+

139814+

35-

I I 40-

F

-45-

Stiff dark gray clay

-becomes plastic gray clay

-becomes stiff to hard tan and gray clay, jointed and sl ickensided

-becomes hard tan clay, slickensided

-with white lime nodules

-becomes hard gray clay, jointed and slickensided

-becomes tan

-becomes very stiff tan clay, jointed and sl ickensided

-becomes hard gray sandy clay

Bottom at 30'

1'

CL IENT:

DATE

DRILLER1

Wynne Unit Expansion

BORING LOG

TEXAS DEPARTMENT OF CORRECTIONS

7-14-80 PROJ ECT NO1 280-082

Anderson SOIL TECHNICIA N 1 Dean

BORING NO:

LOCAT ION

BORING TYPE 1

GROUND ELEV:

CB-20

As Shown on Boring Plan 4-½ 1 ' Rotary

Q. 0 f�

11.

I - Shelby Tube Sample

�- Standard Penetration Test Sample

0- No Recovery J-Jar -� f 11.

Q.

r: z

ct) ., ! Q.

E E C 0

(n (I)

QI ..

e ..

0 Cl '- C

QI ,::,

C 0 QI QI

Q. �

I •1462 14+

1463 I 1. 5

-:.=f 464 2.0

1465 4+

1466 4+ 1-10¼

1467 4+

1468 4+

� 15 ____ 1469 4+

1470 4+

1471 4+

147214+

147314+

35-

40-

45-

Ill

D ES CR IP T IO N OF STRATUM

Hard tan and gray sandy clay (fill)

Stiff dark gray sandy clay

2'

-becomes stiff to hard tan and gray clay, jointed and sl icken sided

-becomes tan

-becomes very stiff

-becomes hard

-becomes hard gray clay, jointed and slickensided

Bottom at 30'

I

I

I

I j

I

PROJECT:

CLIENT:

DATE

ORILLER1

·'= � z

• ct, .!

f IL a.

I� E

(I)

-1450

Wynne Unit Expansion

BORING LOG

TEXAS DEPARTMENT OF CORRECTIONS

7-14-80 PROJECT N01 280-082

Anderson SOIL TECHNICIAN: Dean

BORING N O:

LOCATION

BORING TYPE:

GROUND ELEV:

CB-21

As Shown on Boring Plan 4½ 1

' Rotary

! Ill QI ..

E .. 0 01

IL

I - Shelby Tube Sample

�- Standard Penetration 0- No Recovery Test Sample

J-Jar

CII �

C 0 QI QI

� Ct:

2.0

1.5

DESCR IPTIO N OF STR ATUM

Stiff gray sandy clay

-becomes stiff gray clay

- 5-111452 13-5 -becomes very stiff

1453 3.5 -sl ickensided

1454 4+ -becomes hard g,ay clay, sl ickensided � 10--1-

1455 4+ -becomes hard tan and gray clay, jointed and sl ickensided

1456 4+ -becomes tan

- 15-111457 4+

1458 4+

1459 4+ 20-

1460 4+ -becomes gray

1461 I 4+ -becomes tan

Bottom at 30'

35-

40-

45-

SOIL MECHANICS INCORPORATED BRYAN, TEXAS

JOB NO:

BORI N G D EPTH

NO. I N FE ET

CB-1 0-2

2-4

6-8

12-14

16-18

CB-2 4-6

12-14

18-20

CB-3 2-4

4-6

10-12

14-16

SUMMARY OF LABORATORY TEST

TEXAS DEPARTMENT OF CORRECTIONS

Wynne Unit Expansion

280-082 DATE: 7-17-80

SA MPLE TYPE OF MA T E RIAL

NO.

Gray sandy clay with 1218 calcareous nodules

1219 Dark gray sandy clay

Light gray clay with 1221 calcareous nodules

Tan and gray clay with white 1 ime nodules, 1 ??4 sl ickensided

Gray clay, jointed 1226 and slickensided

Gray sandy clay with 1232 white lime nodules

Gray clay, jointed 1236 and sl ickensided

Tan clay, jointed 1239 and slickensided

1243 Gray sandy clay

Gray sandy clay with 1244 white 1 ime nodules

Tan and gray clay, 1247 jointed

1249 Gray clay, slickensided

MOISTURE DRY

CON TENT DENSITY

pcf

17 110

21 104

25 100

30 92

2q q2

25 99

23 100

26 96

DATA

COMPRESSION

w a:

z (/)

0 (/) w � (/) z a:

w - <� 0.. -a: ..

0.. - a: J a.

::e I- <t

ATTERBERG LIMITS (/) a:

0 w u I-

LL PL Pl <t

.J

23 16 7 1. 16 6.4 10

40 17 23

51 16 35 2. 4 "3 8.4 10

69 27 42 2.33 1.4 10

86 30 56 0.93 0.7 10

40 22 18

87 �� t:;4 1. ()q 1.0 10

77 28 49 1. 80 1. 7 10

66 28 38 '3. 07 2.4 10

76 25 51 1.50 1.0 10

SOIL MECHANICS INCORPORATED

TEST

l&J a:

J

OTHER < TESTS

LL

w Q.

Bulge

V. solit

V. split

45° s

V. split

30° s

V. solit

V. split

V

SUMMARY OF LABORATORY TEST DATA

COMPRESSION

w

PROJECT

TEXAS DEPARTMENT OF CORRECTIONS a::

Wynne Unit Expansion z (/)

(/) w JOB NO: 280-082 DATE: 7-17-80 (/) z a::

w - a.. -a:: .. :ae • a.. - J a.

::!: I- <

BORIN G D EPTH SA MPLE TYPE OF MA T E RI A L MOI STURE DRY ATTERBERG LIMITS (/) a::

0 w u I-

NO. I N FEET NO. CON TENT DENSITY LL PL Pl

0cf J

V Gray clay with white CB-4 8-10 1258 1 ime nodules, jointed 19

Gray clay with white 10-12 1259 1 ime nodules, jointed 27

Gray clay, jointed 12-14 1260 and sl ickensided 29 93 86 29 57 1. 31 1. 7 10

18-20 1263 Tan clay, slickensided 26 98 67 28 39 2.00 1.0 10

Tan and gray clay, CB-5 2-4 1267 slickensided 20

Tan and gray clay, 4-6 1268 slickensided 20

6-8 1269 Gray sandy clay 15

8-10 1270 Gray clay 24

Gray sandy clay with 10-12 1271 s i 1 ty sand 1 ayer 24

Tan and gray, jointed 12-14 1272 and slickensided 25 99 76 27 49 0.73 1.0 10

Tan clay, jointed and

23-25 s 1 i cken sided 25 100 65 26 39 2.93 4. 1 13

SOIL MECHANICS INCORPORATED

TEST

l&J

J

� OTHER TESTS

LL

w a..

I-

30° s

V. solit

45° s

45° s

J 08 NO:

BORIN G D EPTH

N O. I N FE ET

CB-6 0-2

6-8

10-12

12-14

28-30

CB-7 2-4

10-12

12-14

18-20

28-30

SUMMARY OF LABORATORY TEST

TEXAS DEPARTMENT OF CORRECTIONS

Wynne Unit Expansion

280-082 DATE: 7-17-80

SAMPLE TYPE OF MA T E RI A L

NO.

1278 Gray clay

Tan and gray clay, 1281 jointed

Gray clay, jointed 1283 and sl ickensided

1284 Gray clay, jointed

Tan clay, jointed 1289 and slickensided

1291 Gray sandy clay

Tan and gray clay, 1295 jointed and slickensided

Tan and gray clay, 1296 jointed and sl ickensided

1299 Tan clay, jointed

Tan clay, jointed 1301 and slickensided

MOI STURE DRY

CONTENT DENSITY

pcf

2 c;

28 92

25 98

17 112 I , 27 95

DATA

ATTERBERG Ll�ITS

LL PL P l

51 22 29, 82 ii 4q

73 27 46

38- 21 17

84 31 53

COMPRESSION

ILi a::

Cl)

0 Cl) en ILi

Cl) z a::

ILi - 0.. -a:: .. :� Ill

Q.. - ..J Q.

� � <t

Cl) 0::

0 ILi 0 �

<t ...J

1.i:;2 1.7 ln

2.79 1.4 15

3133 J.7: 10

1. 76 1.4 10

SOIL MECHANICS INCORPORATED

TEST

I.LI

..J

OTHER TESTS :i u.

ILi 0..

s

45° s

V .. •. sp 1 it

V. split

SUMMARY OF LABORATORY TEST DATA

COMPRESSION TEST

w

PROJECT

TEXAS DEPARTMENT OF CORRECTIONS 0::

w :::, Wynne Unit Expansion z (/) 0::

w ..I

JOB NO= 280-082 DATE: 7-17-80 (/) z 0::

� OTHER TESTS

w - �� a.. -

0:: ..

• LL.

a.. - 0:: ..I Q.

::lE I- <(

BORING D EPTH SAMPLE TYPE OF MA T E RI A L MO I STURE ORY ATTERBERG LIMITS 0:: w 0 (/) w a..

u I-

NO. I N FEET NO. CONTENT DENS ITY

LL PL Pl pcf ..I

V Gray clay with white ,/

V CB-8 4-6 1304 1 ime nodules 20 51 25 26

Gray clay, jointed 10-12 1307 and slickensided '31

Gray clay, jointed 12-14 1308 and slickensided 22 105 59 24 35 1.90 2.0 10 45° s

Tan clay, jointed 18-20 1 311 and slickensi'ded 25

CB-9 0-2 1314 Gray sandy clay 9 32 16 16

Gray clay, jointed 10-12 1319 and slickensided 28

Gray clay, jointed 12-14 1320 and slickensided 26

Gray clay, jointed 14-16 1321 and slickensided 2S 99 70 26 44 1.61 2.n 10 V. "nlit

Tan clay, jointed 23-25 1324 and ___ s 1 i c_kens i ded 23

Gray clay, jointed CB-lo 8-10 1330 and slickensided 25

Gray clay, jointed 10-12 1331 and s1 ickensided 28 92 84 32 52 0.75 1.0 10 45° s

Gray clay, jointed 12-14 1332 and slickensided 27

Gray clay, jointed 14-16 1333 and slickensided 27

SOIL MECHANICS INCORPORATED

BORIN G D EPTH

NO. I N FEET

CB-11 0-2

6-8

8-10

10-12

12-14

18-20

1/

CB-12 4-6

10-12

12-14

14-16

23-25

SUMMARY OF LABORATORY TEST

TEXAS DEPARTMENT OF CORRECTIONS

Wynne Unit Expansion

280-082 DATE: 7-17-80

SA MPLE TYPE OF MA T E RIA L

NO.

1351 Dark gray sandy clay ..

Gray clay, jointed 1354 and slickensided

Gray clay, jointed 1355 and slickensided

1356 Gray clay, slickensided

1357 Gray clay, slickensided

Tan clay, jointed 1360 and slickensided

1365 Gray clay. jointed Gray clay with white 1 ime seams, jointed and slickensided

Gray clay, jointed 1369 and slickensided

Gray clay, jointed 1370 and sl ickensided

Tan clay, Jointed 1373 and sl ickensided

MO ISTURE DRY

CONTENT DENSITY

pcf

25 98

2c; 10�

�4 '8c;

2c; l O 1

DATA

COMPRESSION

w � a::

z Cl)

0 Cl) w Cl) z a::

w -

�at a.. -a::

a.. - a:: ...J Q.

::E I-

ATTERBERG LIMITS Cl) a::

0 w u I-

LL PL Pl

...J

25 13 12

72 28 44 2.09 1. 7 10 r:..r:.. ?(., 40 1.67 ]. 7 10

V

86 °iO c;(., 1 . ? c; � 7 1 ()

77 7q 48 1. 44 2.0 10

SOIL MECHANICS INCORPORATED

TEST

w

...J

� OTHER TESTS

LL

w a..

V. c:;n 1 it

60° s

�n o c::: -

30° s

PROJECT

JO 8 NO:

BORIN G D EPTH

NO. IN FE ET

CB-13 8-10

10-12

12-14

14-16

28-30

I

/cs-14 4- 6

6- 8

8-10

10-12

12-14

14-16

18-20

SUMMARY OF LABO RATO RY TEST

TEXAS DEPARTMENT OF CORRECTIONS

Wynne Unit Expansion

280-082 DATE: 7-17-80

SA MPL E TYPE OF MA T E RI AL

NO.

Gray clay, jointed and 1342 slickensided

Gray clay, jointed and 1343 slickensided

Gray clay, jointed and 1344 sl ickensided

Tan clay, jointed and 1345 slickensided

Gray clay, jointed and 1349 slickensided

Gray sandy clay with 1401 calcareous nodules

1402 Gray sandy clay with roots

1403 Gray sandy clay

Gray clay, jointed and 1404 sl ickensided

Gray clay, jointed and 1405 slickensided

Gray clay, jointed and 1406 sl ickensided

Tan clay, jointed and 1408 slickensided

MOISTURE ORY

CONTENT DENSITY

pcf

25 :-91

24 101

29 88

28 92·

25 97 .•

DATA

COMPRESSION

w a::

z U)

0 U) w U) z ex:

w -

�aP-

a. -ex:

a. - a:: ..J Cl.

:IE I- <

ATTERBERG LIMITS U) a::

0 w u I-

LL PL Pl ..J

68 24 44 1. 26 1.0 10

66 25 41 1. 54 1. 4 10

46 16 30

47 18 29 0.78 7 _ l 10

7(., � () 4(.. 1. 8s 2.7 10

72 26 46 2.06 1.0 10

SOIL MECHANICS INCORPORATED

TEST

w a::

..J

OTHER � TESTS

u.

w a.

4i;

S

10 ° s

R11lnP

V. Sn lit

45 °

BORING DEPTH

NO. I N FEET

CB-15 8- 10

10-12

12-14

14-16

18-20

CB-16 6- 8

8-10

10-12

12-14

14-16

23-25

SUMMARY OF LABORATORY TEST

TEXAS DEPARTMENT OF CORRECTIONS

Wynne Unit Expansion

280-082 DATE: 7-17-80

SA MPLE TYPE OF MA T E RI A L

NO.

1415 Tan and qray clay, jointed Tan and gray clay, jointed

1416 and sl ickensided

1417 Tan clay, sl ickensided

Tan clay, jointed and 1418 slickensided

1420 Tan clay, slickensided

Jli29 Gray clay Tan and gray clay, jointed

1430 and s 1 i ckens i ded

1431 Tan clay, s1 ickensided

1432 Tan clay, sl icken�ided

1433 Tan clay, s1 ickensided Tan clay, jointed and

1436 s 1 i ckens i ded

MOI STURE ORY

CONTENT DENSITY

pcf

23 100

26 97

26 99

23 103

DATA

COMPRESSION

w 0::

z Cl)

0 Cl) en w

Cl) z 0::

w - =i ;i' a.. -

0:: ..

a.. - 0:: ..J a.

:::e .... <

ATTERBERG LIMITS 0::

0 Cl) w u

L L P L Pl ..J

67 24 41 2.74 2.4 l 0

69 24 4s 2 or:; 1 . 0 10

69 25 44 4.04 3.4 10

66 24 li2 4. 19 3.4 10

SOIL MECHANICS INCORPORATED

TEST

w

..J

OTHER TESTS· =i u.

w a..

60° s

�o o

45 °

V. Sol it

SUMMARY OF LABORATORY TEST DATA

COMPRESSION TEST

w

PROJECT

a:::

w TEXAS DEPARTMENT OF CORRECTIONS (/) a:::

w nne Unit Expa��-ffE·

0 (/) :::, JOB NO: iii w _J

OTHER TESTS 2 0-032 7-17-80 (/) z a:::

=i w - =i� a.. -a::: ..

• lL a.. - a::: _J Q.

:E .... <

BORING D EPTH SAMPL E TYP E OF MA T E RI A L MO I STURE ORY ATTERBERG LIMITS (/) a::: w 0 w a..

u

NO. I N FE ET NO. CON TENT DENSITY

LL PL Pl ocf _J

CB-17 l 0-12 1443 Tan clay, sl ickensided 25

12-14 1444 Tan clay, sl ickensided 23

16-18 1446 Tan clayr s1 ickensided 25 98 75 29 46 1. 18 1.0 1 0 45 ° s

28-30 1449 Gray clay, sl ickensided 26 95 81 32 49 1.96 l. 7 10 30°

SOIL MECHANICS INCORPORATED

JOB NO=

BORING D EPTH

NO. I N FE ET

CB-18 8-10

10-12

12-14

14--16

18-20

CB-19 0-2

4-6

8-10

10-12

12-14

23-25

SUMMARY OF LABORATORY TEST

TEXAS DEPARTMENT OF CORRECTIONS

Wynne Unit Expan11i i� 280-082 E- 7-17-80

SA MPLE TYPE OF MA T E RIAL

NO.

1379 Gray clay

1380 Tan and qray clay Tan and gray clay, jointed

1381 and sl ickensided Tan clay, jointed

1382 and sl rckensided Tan clay, jointed

1384 and sl ickensided

1387 Tan sandy clay Tan and gray sandy clay

1389 with red brick

1 391 Gray clay Tan and gray clay, 1392 jointed and slickensided

1393 Tan clay, slickensided Tan clay, jointed

1397 and sl ickensided

MOISTURE ORY

CONTENT DENSITY

pcf

27 94

2g

26 97

25 100

22 105

27 95

33 88

DATA

ATTERBERG LIMITS

LL PL Pl

54 20 34

68 27 41

68 26 42

69 26 43

88 33 55

COMPRESSION TEST

w a: w (/) a:

0 (/) :::, U) w _J

(/) z a: � w - a. -a: • :�

• IL

0.. - _J Q.

� I- ct

(/) a: w 0 w 0..

u I- >-ct I- _J

. 1 . 18 10.8 10 Bulae

2. 12 3.4 10 45° s

1.05 10.8 10 Bulge o.88 2.0 10 30 ° s

1.40 1-.0 fJ 45 ° ·s.

SOIL MECHANICS INCORPORATED

OTHER TESTS

PROJECT

JOB NO=

BORIN G D E PTH

NO. I N FE ET

CB-20 0-2

2-4

8-10

10-12

12-14

18-20

CB-21 8-10

10-12

12-14

14-16

23-25

.-i- - - - - - -

SUMMARY OF LABORATORY TEST DATA

COMPRESSION

TEXAS DEPARTMENT OF CORRECTIONS

Wynne Unit Expansion

280-082 DATE: 7-17-80

SA MPLE TYPE OF MA T E RIA L

NO.

1462 Tan and gray sandy clay

1463 Dark gray sandy clay

Tan clay, jointed 1466 and sl ickensided

Tan clay, jointed 1467 and sl ickensided

Tan clay, jointed 1468 and slickensided

Tan clay, jointed 1471 and slickensi'ded

1454 Gray clay, sl ickensided

Tan and gray clay, 1455 jointed and slickensided

Tan clay, jointed 1456 and slickensided

Tan clay, jointed 1457 and sl ickensided

Gray clay, jointed 1460 and slickensided

SOIL

w a:

z (/)

0 (/)

<n w (/) z a:

w - a.. -a: .. :�

0.. - ...J Q.

� � ct

MOISTURE ORY ATTERBERG LIMITS a:

0 (/) w

CONTENT DENS ITY

LL PL Pl ct pcf ...J

22 35 18 17

20 37 1 5 22

26 98 73 25 48 1. 67 1.0 10

24.

27 98 70 25 45 3. 71 2.7 10

24 102 66 25 41 4.88 5. l 10

MECHANICS INCORPORATED

TEST

w a:

...J

< OTHER

u.

w a..

45° s

V. split

V. solit

TESTS

I

I

I

I

I

I

I

I

BUCHANAN/SOIL MECHANICS, INC.

Civil, Geotechnical and Materials Engineering

Bryan, Texas