PA9901-LR 990414 SECTION 00200
GEOTECHNICAL DATA
INVESTIGATION:
A. An investigation of subsurface soil conditions at the site was made by HBC Engineering,
Inc., for the City of Coppell.
REPORTS:
A. Logs of test borings for the areas applicable to Ibis project are bound herein for information
only.
The complete text of the subeurface Investigation report may be examined by qualified
Bidders in the office of the Architect/Engineer,
INTERPRETATION:
A. Bidders are expected to examine the ,ate and the subsurface Investigation reports and then
decide for themselves the character of the materials to be encountered.
B. The Ovmer and ArchitectJEnglnesr disclaim any responsibility for the accuracy, true location
and extent of the soils Investigation that has been prepared by others. They further disclaim
responsibility for interpretation of that data by Bidders. ss In pmjsctlng soil-bearing values,
rock profiles, soil stability and the pressnce, level and extent of underground water.
GEOTECHNICAL DATA
00200 - 1
BORING LOCATION DIAGRAM
WASON WHEB. pARK
STATE ROAD
COPPEU.. TEXAS
OltO* O4/27/00
LOG OF BORING
PROJECT: GEOTECHNICAL INVESTIGATION BORING NO, I~- 1
Wagon Wheel Park PROJECT NO. 9499509~
Coppell, Texas DATE 4-14-99
CLIENT: City of Coppall SURFACE ELEVATION
Coppell, Texas PAGE I of '1
FIELO DATA LABORATORY DATA DRILLING METHOD(S):
~ LI~ ITS %~ ~ '
~ ~ ~ ~ ~ GROUNDWATER INFORMATION:
: P-3.5 22 lS 7 ! Dark brown, tan and g,ay sandy clay
~ ~P-4.2S ~19 ~ 4.7 4.4 - with pebbles, calcareous nodules, and send seams
~ : ~ (possible tilll~
'::'Il ] ~ : Orange and tan sand
I'
i':': .-~2 ~ :
~"- I '
~:::: ~: ~ ~ ,, :
~ ..,~ ,
, :
24~.:.:[ IN -35
.. -,i ........... 8H. at ~50'
28~
N - STANOARD ~NETRATION TEST RESISTANCE REMARKS:
T - TXDOT CONE ~NETRATION RESISTANCE
PROJECT:
CLIENT:
GEOTECHNICAL INVESTIGATION
Wagon Wheal Park
Coppell, Texas
City of Coppell
Coppell, Taxes
LOG
FIELD DATA
LABORATORY DATA
BORING NO.
PROJECT NO.
DATE
SURFACE ELEVATION
DRILLING METHOD(Si:
Cenflnu~ll Right Augl~'
ER INFORMATION:
~-2
4-14-99 ..
p.4.6+
P-4.5+
p-4.5+
p=4.5+
p=4.5+
33.3 ! 7.8
DESCRIP'rlON OF STRATUM
brown clay
Orangish brown clay
- with calcareous nodules and lignite fragments
- sandy below 10'
and tan sand
.41
B.H. at ZS.0'
-.
~~1S~?~AcNC ~ REMARKS:
TXOOT CONE
PERCENTAGE OF ROCK CORE Re~.uve~
~ .... A Y SI NA~I
LOG OF BORING
PROJECT: GEOTECHNICAL INVESTIGATION BORING NO. ~ 3
Wagon Wheel Park PROJECT NO.
Coppell, Texas DATE 4-14-99
CLIENT: City of Coppell SURFACE ELEVATION --
Coppe#, Texas
PAGE 1 of'
FIELD DATA LABORATORY DATA DRILLING METHOD(S):
~ ~ _ ~= ~ROUNDWATER INFORMATION:
4.5+
6 I
i ! i Brown clay
E~P~,4.S+ I
, ,~ lS ! , Orsngiah brown clay
P-4.S+ ! i I
1~ 52 J 23 ~9
'" i L-~ I;2 ,ili I ' ,!! : r -...dy,,.~ow~o'
~4r~::::~N.38 !
= i:':-L4 I I
~6 .:.: I i j
18 ; ~ [ r
~' !:':',~N-.... , ,I ~ : I
':.:.. :
22i .'.'~ ; : i
24 ~'--:':'; ,iN.29
'
~ ....... I B.~. at 25.0'
I
28 '
N · STANDARD ~'~ZNr"TRATION TEST RESISTANCE REMARKS:
I
T - TXDOT CONE PENETRATION RESISTANCE
P - POCKET PENETROMETER RESISTANCE
R - PERCENTAGE OF ROCK CORE RECOVERY
RQD· ROCK QUALITY DESIGNATION maema~.~ I
PROJECT:
CLIENT:
LOG OF
GEOTECHNICAL INVESTIGATION
Wagon Wheal Park
Coppall, Texas
City of Coppell
Coppell, Texas
BORING NO.
PROJECT NO.
DATE
SURFACE ELEVATION
)RILLING METHODIS):
GROUNDWATER INFORMATION:
1[14995092
4-.14-99
PAGE 1 of
DESCRIPTION OF STRATUM
brown sandy clay
Dark brown clay
. wilh calcareous nodules below
Brown clay
- with lignite fragments
Orange and tan sand
- with clay seams above 15'
.41
~:::;~ '
B.H. at 25.0'
LOG OF BORING
PROJECT: GEOTECHNICAL IHVESTIGATION BORING NO. lEI- 5
Wagon Wheel Park PROJECT NO. 94____.~.~9_,5_~g_~
Coppell, Texae DATE 4-14-99
CLIENT: City of Col)pea SURFACE ELEVATION
Coppell, Texas PAGE 1 of'
FIELD DATA LABORATORY DATA DRILLING METHOD(S):
~ ~ ~ ~ GROUNDWATER INFOI~IATION:
~ LL ~ P~ · DESCRIPTION OF STRATUM
__ ~P-3.TS I ~ Dark brown clay
4 __ ~P:4.5+, ; ,~ Brown clay
~ P 4.5+ ; ; -w~h calcareous nodules and lignite fragments
,
: I I : ~ - with clay seams above 17'
N - ~TANDARD PENETR/TI~ TEST RESISTANCE REMARKS:
~. TX~T CONE ~NETRATION ~SISTANCE
P · ~KET ~NETROMETER RESISTANCE
R - ~RCENTAGE OF ROCK CORE ~COVERY
RQO - ROCK QUALITY OESIGNATION
LO
r:LIENT:
GEOTECHNICAL INVESTIGATION
Wagon Wheel Park
Co ppall, Taxaa
City of Coppell
Coppall, Texas
FIELD DATA LABORATORY DATA
BORING NO. 8- 6
PROJECT NO. 94.996092
DATE _ 4-14-99
SURFACE ELEVATION
DRILLING METHOD(S):
Continuous Flight Au~
GROUNDWATER INFORMATION:
PAGE 1 of
p.3.5
p=3.0
6.7
DESCRIPTION OF STRATUM
Dark broWn clay
p-4.5 +
.49
Is8 24i34 '
!
22.4 10.01
Orange and tan sand
- with clay seams above 16'
.44
BH. at 25.0'
~ A~T~ .R~E~5?,T, .AcN C E REMARKS:
T - TX~O~ CON[ ~ N,ET RA_ T_I U_ ~_.~_ _3g.=. ~...~'-' '-
~ OF .oc~ coma ._~COVE.V
R - R O I NATIO
LOG OF BORINI
PROJECT: GEOTECHNICAL INVESTIGATION BORING NO. B-
Wagon Wheel Park PROJECT NO. 94996092
Coppell, Texas DATE z~-I 4-99
CLIENT: City of Coppefl SURFACE ELEVATION
Coppallo Texas PAGE 1 of. 1
FIELD DATA LABORATORY DATA DRILLING METHOD(S}:
;I'I~'ci~ ~ ~ LL PL ~ ~ -- DESCRIPTION OF STRATUM
~ ~P--1.25, I ! Dark brown clay
" , [ Brown clay
/' ' , r ' , ~ Orangish brown clay
~.~"~P--4.5 + i I ~ ~ :; : '~ - w~h calcareous nodules and lignite fragments
,]:,::'
22 ,.'.*i i
] ; * ' B.H. at 25.0'
28~
30}~
N - STA~ARD PENETRATION TEST RESISTANCE REMARKS:
T. TXDOT CONE ~NETRATION RESISTA~E
LOG OF BORING
F~ROJECT: GEOTECHNICAL INVESTIGATION BORING NO,
PROJECT NO. 94995092
Wagon Wheel Park DATE 4-14-99
Col)pall, Texas SURFACE ELEVATION
CLIENT: City of Coppall
Coppell, Texas PAGE 1 of 1
FIELD DATA LABORATORY DATA DRILLING METHOD(S):
,, Contlnu<~l Flight A~
~ERBE~
~ LI~ ITS ~)
~ I . ~ ~ ~ D ~ ~RouNDWATER INFORMATION:
~ ~ I ~ I~ ~ ~ = z ~ ~ LL ~ ~ a u. - - DESCRI~ION OF STRATUM
~~~~~~ ~brow.
, -.-
/~P-~.6 + I ~ ~ . : Blown clay
B ~ , . [ ~ [ ~ ~ Ofa~ish brown clay
~ ~ , , . - with calcareous nodules
~o /~ = ~ , ' I
,. ~ , ~ : ~ Orange and tan sand '
'" '.'. p-~5+ 1711121 ~ ' ~7-61
=::.1 I ~ ~ :
20 ~.'.'~ ; : , :
~..I ~ , , ~ ,
,
24i ,.'.',
!- · i.'. ~ ,- --' B.H.
N. ST~OARO PENETRATION TEST RESISTANCE REMARKS:
T - TXOOT C~E ~NETRATION RESISTANCE
p * ~KET ~NET~ETER RESISTANCE
R - ~ENTAGE OF ROCK CO~ RECOVERY
RQO - ROCK QUAUTY DESIGNATION
KEY TO SOIL SYMBOLS FOR LOGS OF BORINC S
KEY TO SOIL ODNb'gSTENOY
NO. OF BLOWS. N
RELATIVE DENSITY
PARTICAL SIZE IDENTIFICATION
0--4 Very loose BOULDERS:
5-- t 0 Loose COBBLES:
11-20 Medium Oense GRAV£1~
31-50 ~ Fine:
~ER ~ VaW ~nle SANDS:
Medium:
Fine:
SILTS &
75 mm ia 300 mm
0.425 mm ia 2.00 mm
0.07~ mm to O,4Z'~ mm
CLASSIFICATION COMPR£SSIVE STRENGTH/ pst HAND P£NETROMETER! tsf
Very Soft Less then - ~ CO.2§
Soft SO0 - 1000 0.25 -
Flrrn 1000 - 2000 O.S - 1.0
Stiff 2000 - 4000 1.0 -
Very Stiff 4000 -- SO00 2.0 -- 4.0
Herd More than -- 8000
KEY TO DRILLING SYMBO~
Spill Spoon Sample/ ~' Water Level at Time
Care Run · Final Water Level
KEY TO SOIL CI_ASSIRCATIONS
FILL o~ganlc SILTS
and CLAYS
~ ~ ML-Lew plaetlctly
CH-High plasticity Inargonle SILTS
silty C~YS inorganic SILTS
SC-Clayey SANDS
GP-PooHy graded
GRAVELS
OW--Well graded
GRAVELS
GC-Cloyey GRAVELS
GM-Silty CRAV[LS
SHALE
LIt/ES[ONE
COPPELL
WAGON WHEEL PARK
PHASE II
AGREEMENT BETWEEN
COPPELL RECREATIONAL
DEVELOPMENT CORPORATION
AND
DEAN ELECTRIC, INC., d/b/a
DEAN CONSTRUCTION