First United-CS 981014 t GEE Consultants, Inc.
'~':"' ' .~ · CONSTRUCIqON MATERIALS TESTING
10046 Monroe Drive - Dallas, Texas 75229 · (214) 352-$433 ., Fax (214) 352-6972
~ /' I~' ~"
ci~ ~r [' ,.
P.O. Box 4~8 .
C~. Tex~ 75019 ~ . ,~b~' , ;'!)"
RE: ~o~t No. 29g-3~
Firel~ No~
He~ Ro~ ¢ ....
~ar Mr. Griffin:
On ~to~r 12. 1998 a r~resen~ve
ex~s~ payment ~ub~e mter~l ~t ~e t~ve retread project. ~e p~o~ of our ~pling
w~ to ob~in a mo~mrc/~fi~ relatioaship c~e ~r dem~i~g l~-Place De~i~es ~ well as
co~g ~e ~on-n~essi~ ~ lime s~b~g~.
~ s~lts were ~~ to ~e laboratory ~ classification ~es~ were pe~o~ed. ~e test
re~l~ ~e ~ follows:
SJnlple No. I
Sample Location: West Er~ of Firelane Pavia8
Sample Depth: 6" ~ 8'
S~le ~scfip6on: Bro~ Sil~ C~y
L~uid L~it: 4J
P~c I_imi~: 16
~i~ ~: 29
Based on the ~bove plashcity inde~ test resulu,
· - to establish the lime needed for subgrado stabilization. This is in contradiction To our previous
r~;., '. rccommenc~ion of augus~ 19, L998 which was based on borings which were advanced prior to
:-.. complete subgrade exposure. In lieu of lime, one (1) inch of additional concrete r~ickness could be,
u~ilized.
If you have any questions or if you require further information, please do not hesita[e to contact us.
Sincerely, ~-~[ O?
.....:...
~,_.. ,
50466
~._~_~,,,,Z?j~,;~cSv.,e, -,. ~ ...... .-......~
Consu'uction Material.~ Efl$ineering -..,-- -
J $: RWG/dwe
cc: Mr. L~o Loz~no - Dowdey, Anderson and ASSociams - FAX (972)931-9538
MT. Charles Harper - Harper Perkins A~chir~.~ - FAX (940)39'/-02'/3
; .: Ms. Lyrm Johnson - Fib-sm Uniled Methodist Church
:':' Mr. Me! Fencl - Offuu Consu-uc~ion. Inc. - FAX (817)2¢9-8901
O~ ~, I~. Prol~-z No. 2980394
Page 2
TOTI:~. P. 03