Fairfield Inn-LR170111FIELD DENSITY TEST REPORT
Report Number: 94161112.0019
Service Date: 01/11/17
Report Date: 01/12/17
Client
Northpoint Construction
Attn: Dilip Pranav
8530 Esters Blvd.
Wing, TX 75063
Irerracon
8901 Carpenter Fwy Ste 100
Dallas, TX 75247-4547
214630-1010 Reg No: F-3272
Project - 94161112
Fairfield Inn - Coppell TX
Northpoint Dr at SH 121
Coppell, TX
Material Information
Permit No..
Lab Test Data
Project Requirements
Optimum
Mat.
Proctor
Water
Max. Lab
Water
No.
ReL No.Laboratory
Classification and Description
Test Method°
Content
Density
Content
Compaction
1
94161112,0003 Dark brown clay
(�° )
ASTM D698
21.0
99.1
-1/+3
95
Field Test Data
Test
No.
Lift / Mat.
Probe
Depth
Wet
Density
Water
Content
Water
Content
Dry
Percent
Test Location
Elev. No.
(in)
(Pct
Density
Compaction
24" RCP Storm Sewer
(Pcf1
(%)
(pcfl
(%)
74
Location #1, see attached sketch
2' BFG 1
75
Location #1, see attached sketch
1' BFG 1
6
117.8
21.5
22 3
96 3
97
76
Location #1, see attached sketch
FG 1
6
118.9'
21.1
2.1.6
97 8
99
77
Location #2, see attached sketch
l' BFG 1
6
11
20.9
97.9
99
78
Location #2, see attached sketch
FC, 1
6
11 7.2
21.4 121.3
22.3
95.8
97
79
Location #3, see attached sketch
l' BFG 1
6
119.0 9.0
22.7
23.6
96.3
97
80
Location #3, see attached sketch
FG
6
119.0
21.2
21.7
97.8
99
81
Location #4, see attached sketch
l' BFG 1
6
119.2
20
213
98.3
99
82
Location #4, see attached sketch
FG 1
6
1193
20.5 .5
20.7
98.8
0
83
Location #5, see attached sketch
FG 1
6
118'4
21.8
21.3
97.6
98
98
Roof Drain Storm Sewer
6
H8.3 83
2].6
22.3
96.7
98
84
Location #6, see attached.sketch
l' BFG 1
85
Location 46, see attached sketch
FG
6
119.0
21.9
22.7
96.3
97
86
Location #7, see attached sketch
l' BFC, I
6
119:0
21,7
22 3
97.3
98
87
Location #7, see attached sketch
FG 1
6
119.7
20.,8
21.6
98.9
100
88
Location #8, see attached sketch
l' BFG 1
6
119.0
21.1
21.6
97.9
99
99
89
Location #8, see attached sketch
FG 1
6
118.5
20.2
20.6
98.3
99
8" Sanitary
6
1155.6.6 ,
20.3
21.3
953
96
90
Location #9, see attached sketch
2' BFG
91
Location #9, see attached sketch
1
l' BFG 1
6
117.8
21.5
22.3
.96.3
97
92
Location #9, see attached sketch
FG 1
6
117.3
21.
21.8
96.3
97
Pavement around Building
6
118.5
20.66
21.0
979
99
93
Test #20, see attached sketch
FG
94
Test #21, see attached sketch
1
FG 1
6
119.9
21.9
22.3
98.0
99
95
Test #22, see attached sketch
FG l
6
118.4
20.1
20..4
98.3
99
96
Test #23, see attached sketch
FG 1
6
117.5
20.6
21.3
96.9
98
97
Test #24, see attached sketch
FG 1
6
118.4
22.1
22.3
96.3
97
98
Test #25, see attached sketch
FG 1
6
117.4
21.4
22.3
96.0
97
99
Test #26, see attached sketch
FG 1
6
119.3
22,0
22.6
97.3
98
100
Test #27, see attached sketch
FC' 1
6
119.1
21.2
21.7
97.9
99
6
117.5
21.0
21.8
96.5
97
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT
indicated above and shall not be
test methods.
reproduced except in full without the written consent of our
actual samples tested at the location(s) referenced and are
This report is exclusively for
company. Test results transmitted herein
the use of the client
CROUP, I rau-rz`R-7
not necessarily indicative
of the
properties of
other apparently
similar or identical
areonly applicable
materials.
to the
Pagel of 2
FIELD: DENSITY TEST REPORT
Report. Number: 94161112.0019
Service Date: 01/11/17
Report Date: 01/12/17
Client
Northpoint Construction
Attn: Dilip Pranav
8530 Esters Blvd
Irving, TX 75063
1rerracon
8901 Carpenter Fwy Ste 100
Dallas, TX 752474547
214-630-1010 Re' No: F-3272
Project - 94161112
Fairfield Inn - Coppell TX
Northpoint Dr at SH 121
Coppell, TX
Permit No.:
Datum: BFG = Below final grade; FG = Final
Comments: Tesf and/or retest results on t
Serial No 31787
meet
c.t,requirements as noted above.
Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Terracon Rep.: Martinez, Andres
Reported To: Contractor
Contractor:
Report Distribution:
(t) Northpoint COOStruction. Dilip Pranav
() Kencarkcy Intnrests, LLC, Jcrciay Heiiicke Reviewed By:
(1) Northpoim Construction, Jamie Ogden
• 1JQ A. B
Senior Project Materials Engineer
Test Methods. ASTMD6938
The tests were performed: in general accordance with applicable ASTM,
nt
indicated above and shall not be reproduced except in full without the written consent of uor DOT r companst y Test esus. This ts transmitted herein are onlya applicable to
actual samples tested at the Iocati0n(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
t'ROOW, t-I-t6-.lz, Rey.7
pp ble to the
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