Ballet TX-LR050615SAM ENGINEERING TESTING, L.P.
Serving The Geo-lndustry Since 1974 __
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
Mete¢ials
Testing
Geotechnlcal
LABORATORY
PROCTOR SHEET
REPORT DATE: 6/15/05 TEST DATE: 6/14/05
DATE SAMPLED: 6/13/05
CLIENT: Head Construction, Inc. TEST METHOD: ASTMD-898A
3030 LB J, Suite 700
Dallas, TX 75234
REQD. MIN. % COMPACTION: 95%
~ REQ MOISTURE RANGE:
PROJECT: Proposed Ballet A~y of Texas
145 Fitness ]~rt MATERIAL #1: 11-17
Co p p~I~,r'TX MATERIAL #2: 9-15
MATERIAL #3: 12-18
ATTN: Ken Head MATERIAL ~4: 10-16
SE&T TECHNICIAN: Mohammed Ahrabi
PROJECT NO.: 286TXIK5 REPORT NO. 10 PAGE 1 OF t
1 Dark & reddish brown mottled gray silty CLAY 114 14
with some/much fine sand
(LL = 39, PI = 24 & USCS = CL).
2 Dark & reddish brown mottled gray silty CLAY with 117 12
some fine sand & limestone nodules
(LL = 33, PI = 19 & USCS = CL).
3 Dark & reddish brown mottled gray silty CLAY 115 15
with some/much fine sand
(LL = 40, PI = 23 & USCS = CL).
4 Yellowish brown silty CLAY with some/much fine sand 117 13
(LL = 34, PI = 19 & USCS = CL).
It has been a ,leas,re to serve you on this project & we trust that thi~actory,
Very Truly Yours,
SAM Engineering & Testing, L.P.
Sadik (SAM)AI-Musawe, M.Sc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Registration Number: 61893
Pro
S^M E.G .EE. .G & TEST .G, ,.,.
Serving The Gee-Industry Since 1974 '~
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
Geolech~ical
IN-PLACE DENSITY OF SOIL
CLIENT: Head Construction, Inc REPORT DATE: 6/15/05 TEST DATE: 6/14/05
3030 LB J, Suite 700
Dallas, TX 75234 ~'~' TEST METHOD:ASTMD-2292 & 3017
PROJECT: Proposed Bal~C,,C;cademy of Texas *ASTM D698A - See Proctor Report for Details
145 Fitn~j~e~-Court
Co.~l, TX Minimum Required Compaction = 95%
IPROJECT #: 286TXlK5 REPORT #: 9 PAGE I OF 1
ATTN: Ken Head SE&T TECHNICIAN: Danny Payne
TEST AREA FIELD RESULTS LAB RESULTS*
Building Pad - Northwest Corner 2nd 1 113 10 2 117 12 9-15 96
Building Pad - Southwest Corner 2nd 1 112 9 2 117 12 9-15 95 I P
Building Pad - West Center 2nd 1 112 10 2 117 12 9-15 95 P
\
s meet the minimum required values unless otherwise noted. It has been a pleasure to serve you on this
project and we trust that this report is satisfactory
SAM Engineering & Testing, L.P
Sadik (SAM) At-Musawe, M,Sc., Ph.D., P,E.
Civil & Environmental Engineer
Texas Registration Number: 61893