Vista Point II 3-7-LR050819FAI~GO CONSUI~TANTS INC
11440 Reeder Rd · I)all ts. XX 7522!)
(2 4) 352~ 00. fax (214) ~52 481[
REPORT OF FIELD COMPACTION
Tested For: Scott & Reid General Contractors, Inc.
Project: Vista Point II Lots 3-7, Block A
1,cwisville ,' Coppell, Texas
Date Performed: 08/19/05
FCI Project No.: M05-842
Dcnsity: Pcs ASTM D-2922
Moistme: Pei ASTM i)-3017
Test Mode (DI': BS):DT
MOISTI,~RE/DENSITY RELATIONS
Proctor
No. Material I)escription
I 1 Dark Gray and Brown Silty Clay
IN-I'LA( E TEST RESULTS
42 FG-2' Water line, 40' north l?om nortln c0~cr 0f t:utt
· buil_din_~ i_~!o! 5 Block A
4,3 ' FG-1 ' ¥~/ater hne, 40 north fi-om north comer ol ftittirc
~' I building in lot,5 Block A
44 FG Water line, 40 north from oorlh corner of flmlrc
building in lot 5 Block A
45 ; FG-2' Water linc, 45' south by I00' west from west comer of
futu?..~building in lot 5 Block A
' ~ Water line, 45' south bv 100' west fi'om west comer of
46 i }:G-1? ' 1
k , _ (uture building in lot5 Block A /-
47 i FG Water line, 45' south b5 100' west from west comer of
,i future building in 'ct5 Block A ~-/!-~
48 ,:kG-_' ' q'Sanitary Sewer, Line SS-I station 3+00
49 FG-2' Sanitary Sewer, Line SS-1 station .~ 00 1
50 FG-I' Sanitary Sewer, Linc SS-1 station 3+00 I
51 FG Sanitary Sewer, Line SS- 1 station 4 ¢00 I
52 , FG-Y Sanitary Sewer, Line SS-I station 4+00 1
53 FG-2' Sanitary Sewer, Line SS-1 station 4+00
f -~,~- ! I;'(~-i-'-' Sanitary Sewer, Line SS-1 station 4+00
Gauge Manuf.:Humboldt
Gauge Model: HS-5001 EZ
Probe Depth.i 12 inches
I Op im"m
Moisture (%) Maximum Dry
Density (PCF)
(R)AFqFR FFSI'NUMBtRINDI('AI'F!SRETIST (F)Ai Itl.~ /EWI NUMBEI~,INI)J('AIt(S FAIIURI [~)(?OMPLY WII/IPROJECTREQUIREMENfS
Technician: Chris Currier ( hecked By: 7L~'~
/
Pacheco Koch Consulting Engineers Erik Hauglie, P.E.
('lty otCoppell Laity Davis
T
Percent ~ Percent
[ 101.0 98.1
20.6
22.7 98.1 95.2
20.5 101.3 98.3
20.5 100.9 98.0
20.3 [101.0 98.1
20.0_ / -10(~AI~ 97.2-q
20.5 98.9 ~)~. 0~.
20.2 99.2 ~65~.i
21.4 98.7
19.9 101.4084
20.7 99.1
19.899.9
20.4 98'7-_ 195.8