Vista Ridge 1R-8 D-LR05072987/29/2005 18:37 9727988967 SAM ENGINEERING
SAM ENGINEERING & T ST,.G,
Serving The Gee-Industry Since 1974
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone; (972) 790-1910 · FAX: (972) 790-0967
R~: CC:
[] Urgent ~ For Review [] Ple~Je Commeflt [] Please Reply [] Please Recycle
1115 Luke Street, Suite 100 Irving, TX 75061 (972) 790-1910 FAX (972) 790-0967
0~/~/2005 ~0:37 ~?~?~00967 S~M ENGINEERING P~GE 02
SAM ENGINEERIN( & TEST,.O,
~ Serving The GaO-Industry Since 1974 .~
111§ Luke Street, Suite 1 O0
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
R~=PORT DATE: 7/12/05
LIME SERIES TEST REPORT
SAMPLE DATE: 7/6/05
CLIENT:
PROJECT;
Toll Brothers
2557 S. W Grapevine Parkway # 100
Grapevine, TX 76051
wT°Wnhomes
ay 121 & Ridgemont
villa & Coppell TX
RTTN: Neal Heckel
PROJECT NO.:
REPORT NO.:
METHOD OF TEST:
PAGE 1 OF 1
SE&T TECHNICIAN:
306TXIK5
39
ASTM D4972/4318 &
N.C.T C O.G. 4.6,1
Adel Alhemidawi
1 Per'formed a lime series test on a bulk soil sample consisting of dark & light brown mottled gray silty CLAY
with trace/some fine sand & limestone nodules
· Initial: LL=42 ;P1=23 ;U$CS=CL
· +2% Lime: LL-- 41 ; PJ: 16 ; USCS: CL
· +4% Lime: LL=42 ;Pl=12 ;USCS=ML
· +6% Lime: LL--42 ;PI=8 ;USCS=ML
· *8% Lime: LL=41 ;PI=6 ;USCS=ML
Based on the above data and our experience, a 4% or approximately 18 lbs per square yard per 6" depth
is suitable to reduce the PI of the subgrade soils to 12% or less as required by the N.C.T.C O G 4,6 1
/e~ Truly Yours,
Sadik (SAM) AI-Musawe, M.Sc, Ph.D., P E,
Civil & Environmental Engineer
'Texas Registration Number: 61893
Th~s report is for the sole use of the client addressed The use of our company name must receive pnor written consent
This repod applies only/to the sample tested and does not necessarily represent identical or similar samples
07/29/2005 18~37 972Z900967 SAM ENGINEERING PAGE 03
& TEST,NG, L.P.
~ Servin~ The eeo-~.dustrv Since 197~ ]~
1 'i 1S Luke Slreet, Suite 100
Irvin9, Texas 75061
Phone; (972) 790-1910 · FAX: (972) 790-0967
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
jBp ...........................
CLIENT: , LP STANDARD 6" X 12"
5301 Vitlage Creek Drive, Suite A AREA 28,27 SQ. IN.
Piano, TX 75093
REPORT DATE: 7/29/05
=ROJECT: The Plaza Infrastructure
Highway 121 & Ridgemont SAMPLE DATE: 7/26/05
Lewisville & Coppell, TX
PROJECT NO.: 308TXlK5
ATTN: Neal Heckel
REPORT NO.: 7
SE&T TECHNICIAN: Dominic Gonzales
Time Arrived 2 00 PM r
~ IConcrete Suppher: LMC
~ __ 3:30 PM ]Ticket #: '' 3198761
~Slump !Inches): ~ [Truck #: 834 "
Concr~F/: 95 ]Time Batched' 1223 PM
' ~2 N/A JTime Sampled: 3:15 PM
~de~ ~Product C~de: 1651
~ Hot ]Coarse Aggregate: N/A
Unit Wet ht of Fresh Concrete- 146 ° ' N/A
~ 146 %Air Content N/A
'^ I 3 I 7/29/05 I 148 I 79,000 ~ 2794 I smc~le Shear 3000/28
Curing ASTM C~od ICylinder Made By:' Cylinders Tested By:
Slump ASTM C-143 SE&T
Remarks:
Very Truly Yours,
Sadik (SAM) AI-Musawe, MSc., Ph,D., P E
Civil & Environmental Engineer
Texas Regfstration Number: 61893
This report is for the 8cie use of the client addressed. The use Of our company name must receive our prior written consent
This aeport only, applies to the samples tested and does not necessarily represent identical or ~irnilar samples