Wynnpage North 1-LR030708
JUL-10-2003 12 45
P 01
Texas CM't Inc~
Construction Material~ Testing
and Env1ronmcnt~l Consultinl,;
[0044 Monroe Dri"e
Dallas, Tcxa~ 75229
(214) 352,6957
Fax (214) 352-6972
www texas..:mt COm
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No 7 (203-0125) Method, ASTM D2922 D3017 D698 Page 1 of 1
Client: Stirling - Wainscott Malenal Dc~criC>lI()n Maxim~m Optimum
Dry /l-loisture
Density Contcn[
Project Wynnpage ~o,.th l LbsiCuFt) Pcrcc-m
Test Date July 1, 2003 1. Dark Brown Clay w/occ.1siomll calcareous nodulcs 10$.0 17.4
Report Date July 8, 2003
RequlIcd Density (%) 95 - 105%
Required MOlsture (%) Optimum +
Mat LocallonlElcv31iClO (;ulllfor) Lift [n-Place Ill-Place PercCllt
Tes[ No Dry Density Moisture Compaction
No (Lbs/CuFt) Content (~)
Probe
Depth
1 Subgrade - Parkmg area
19 W of NW corner of building pad 114 5 127'" 1090'"
6"
1 Subgrade . Fire lane
20 Midway between parking area & north fire lane 1103 144* 1050
6"
1 Sub grade
21 N fire lane 1056 13 5 .. 1005
6"
* Te1it results do not meet project specifications
cc: Me Mark: Wainscou - Stirling -Wainscot!
Mr Rick O'Dell - City of CoppeJl - Fax. 972-304-357U
Of,l~ lc1l1f;rlJ Ind reDOra &/e fw Lloll:: ~11J"vt UIf of r!k cHCllt 'lu whom tNy ~re~. The: ~ fl/.,,,,, ~ mu: ~i....c: UUI ...i.,r ....m.;71 ..~prQv~. o~ k:Ul::r:4 ani! ~I :;r~]J on!) 10 tr'ot ~IHvJc: 1Dli04:!j anO/or ob5ef"\led, ~nd "n:...1I
~lRIiTII11U1:~...e 1r.I{ ~ q....I"lUIOJol'I of iip~rtlD~ ~~I m' IlmlJar producu
8.1<#
TOTAL P 01