Vista Point II 3-7-LR050824~ ti 44(/Recdm Rd · Dallas, I~ 75229
parmo CO~SULTa~TS ~NO Fei 1214) 352-4100 · Fax (214) 352 481 /
REPORT OF FIEI.D COMPACTION
lested For: Scott & Reid General Co~tractors, ~c
Project: Vista PoiNt II Lots 3-7, Block A
lJewisvillc Coppell, Texas
Date Performed: 08/24/05
FCI Project No.: M05-842
Densil>: Per~ASTM D-2922
Moistule: Pm AS'~I'M D 3Q17
Fest Mode tDT BSI:_I_)~T
MOISI URE/DENSITY RELA FIONS
I Proctor Optinmm
l[ NI!7 Material Description / Moisture (%)
I i Dark Gray and Brown Silty Clay % _ ]9.5
IN-PLACE 'rEST RES[I TS
56 IrG 4' Storm Drain, Line A station 0+75
57 F(b3' Storm Drain. Linc A statioR 0 ¢75 _ i
58 FG 2' [ Stoma Drain Linc A station 0+75
59 F(i-1' Stom~ Drain Linc A station 0+75
60 [;G Storm Drain Linc A station 0t 75
61 FG-2' Storm Drain Line A station 3~20
62 I:G 1' Stom~ Drain Line A station 3+20
63 FG Stoma Drain Line A station 3+20
, 64 FG-2' Water Line, 200' south of Hwy. 121 xvest o£BlockAIot 3
5 i FG-I' WaterLine, 200' south of Hwy. 12l xvestofBlockAlot 3
66 FG Water Line~ 200' south oflhvy. 121west~fBiock~iot5 1 .
Gauge Manu£ :H_ _u2n_boldt
Gauge Model: HS-5001EZ
Probe Depth: 12 mct~¢s
Maximum Dry
Density (PCF)
I)ry
Density
100.6
1 20.0 100.0
101.4
100.2
20.5 101.6
1 21.4 99.5
1 21.5 99.8
20.9 98.8
22.3 98.1
22.4 97.9
21.3 99.4
Teclmician: Chris Cun'ier
Scott & Reid General Contractors, [nc - Kenny Newman
Pacheco Koch Consulting Engineers Erik Hauglie, P.E
San Saba Construction, Inc. - Robert Beserra
City of Coppell Larry Davis
Checked By: ~
REPORT OF FIELD COMPACTION
Tested For: Scott & Reid General Contractors,
Project: Vista Point II Lots %7
I cwisville/( oppell, Texas
1144() Reeder Rd. · Dallas, TX 75229
Tel (214) 352-4]00 · I:ax 1214) 352 48I I
Date Perl'onned: 08/24/05
FCI Project No.: M05-842
Density: Pel ASTM D-2922
Moisture: Per ASTM D-3017
Test Mode (DT BS):
MOIST1 RE~EN S11 Y RELAI ION S
~ Proctor ~ Optimum
Material Description
No. Moisture (%)
I Dark Gray and ~_~own Silty Clay 19.5
'iN-~i]AC~ T~T RESULTS
1 I SG Paving, 80' no~h by 80' east fi-om north comer of l~larc 20.4
,] [huilding on Block A lot 5
' ~'~20' sot, th by i~O' cast fi'om south corner of
~ [ ~ ~fi~turebuildingon Block Alot 5
Paving, 75' north by 75' west from northxvcst corner of 1 21.2
3 SG Dtur~buildmg on Block A lot 3 ,
Paving, 45' north lkom northeast comer of fhture
Gauge Manufk:Humboldt
Gauge Model: HS-5001EZ
Probe Depth: 6 inches
Maximum Dry I
Density (PCF)
103.0
1
20.0
4
SG
[ building on Block A lot 3
R/~VI~P. I1:$1 NUN"[~IRINDIC~IFSP,?~Z!ql ~1 q I~d~ II'S~N~MB~I~,iNDICAIF~i:)~i¥~U-1~i¥ [OC~)MPIYWIIHPI~OJECTRI~QUII*dMINTS
(1'¢ F ' Dc sty
98.3
102.1 99. I
101.4 98.4
I02.6 ;9.(~
Teclmician: Claris Currier
Checked By: /
Pacheco Koch Consulting Engineers - Erik Hauglie, P.E