Vista Ridge 1R-8 D-LR050727CLIENT:
JBP, LP
SAM ENGINEERING & TESTING, L.I:'.
~ Serving Tho Gao-Industry Since 1974 ,~
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
IN-PLACE DENSITY OF SOIL
Environmemal
REPORT DATE: 7/27/05
TEST DATE: 7/20/05
PROJECT:
The Plaza Infrastructure
Highway 121 & Ridgemont
Lewisville & Coppell, TX
PROJECT #: 308TXIK5
5301 Village Creek Drive, Suite A
Piano, TX 75093 /
/
TEST METHOD:ASTMD-2292 & 3017
*ASTM D698A - See Proctor Report for Details
Minimum Required Compaction = 95%
REPORT #: 6 PAGE 1 OF 1
ATrN: Neal Heckel
Waterline- Highland Dr. ~ Sta # 2+00
Waterline - Hi~lhland Dr. ~ Sta # 2+00
Waterline - Hi~lhland Dr. ~ Sta # 5+00
~ Sta # 5+00
Waterline - Highland Dr. ~ Sta # 8+00
Waterline - HifJhland Dr. (~ Sta # 8+00
',d. to 121 {l~ Sta # 2+50
Service Rd. to 121 ~) Sta # 2+50
Waterline - Service Rd. to 121 ~ Sta # 5+50
Waterline - Service Rd. to 121 ~ Sta # 5+50
Waterline - Service Rd. to 121 ~ Sta # 8+50
Waterline - Service Rd. to 121 ~ Sta # 8+50
Plaza Dr. ~ Sta # 2+50
Plaza Dr. ~ Sta # 2+50
Plaza Dr. ~ Sta # 5+75
g Plaza Dr. ~ Sta # 5+75
Plaza Dr. @ Sta # 7+80
lg Plaza Dr. ~ Sta # 7+80
Note: Sta #'s for waterline are based on
All densities meet the minimum required value
project and we trust that this report is satisfactor
nac & Dann
Final ~
1st 1I 101
Fi,,-'-al 1I' 111 ' -
1st 1 I lO4 I1;
Final 1 I 103 121
1st 1 J 109 I1'
Final 1 I 111 I1-"
1st 1 I lt2 IlC:
Final 1 I 109 I12 1 115
1st 1I 111 114 1 115
Final 1 I 111 I13 1 115
1st 1 J 110 114 1 115
Final 1 I 104 J19 3 106
1st 1 I 115 116 2 116
Final 1 I 114 I16 2 116
1st 1 J 111 J12 2 116
Final 1 I 114 116 2 116
stance fi'oiii ~,~,, .p d.
'es unless ot ~, n, ted. It has been a pleasure
,'tory,
Very Truly Yours,
SAM Engineering & Testing, L.P.
17-21
10-14
Sadik (SAM) AI-Musawe, M.Sc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Registration Number: 61893
17-21
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17-21
17-21
10-14
10-14
10-14
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to serve you on this
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