Hard 8 BBQ-LR060727RoneEngineering
Client: ATA
Mr Donnie Ward
2199 E Dove Rd., Ste B
Southlake TX 76092
Project: Hard Eight Pit BBQ
688 Freeport Parkway
Coppell, Texas
Services: Perform In -Place Density Test in accordance with ASTM Standards.
CONTRACTOR: ATA
Test Methods:
M/D No.
ASTM D -2922
ASTM D -3017
Description
1 Dark Brown Sandy Clay
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 35519
Test Mode: DT
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density pef
]FIELD DENSITY TESTS
TEST
NO
TEST LOCATION
Building pad
1 10' south, 15' east from northwest corner, 5'
below grade
Building pad
2 15' north, 38' east from southwest corner, 5'
below grade
Building pad
3 25' north, 20' west from southeast corner, 5'
below grade
Building pad
4 5' north, 30' east from southwest corner, 4'
below grade
Building pad
5 5' south, 45' east from northwest corner, 4'
below grade
IN -PLA CE DENSITY TESTING
Standard Counts
Moir :ure Density
Current: 6 2 Current: 2572
Previous: 6'. 2
1908 Ambassador Row, Dallas, TX 75247
4221 r'reidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
teport No.:
'roject No.:
)ate of Service:
teport Date:
261735
0611994
07/21/2006
07/27/2006
Previous: 2548
Project Requirements
Moisture Density
18 0 105.0 +1/ +4 92 -98
PROBE M/D MOISTURE 'ET DENSITY DRY DENSITY
DEPTH No. (per (Pa)
6" 1 196 1196 1000
6" 1 19.0 120.1 100.9
6" 1 20.2 121.2 100 8
6" 1 21.2 1 "3.5 101.9
6" 1 20 8 1 19 8 99.2
DENSITY
max)
95
96
96
97
94
Report No.: 261735
Project No.: 0611994 Client: ATA
Technician time
Test results on this report meet project specific tion.
8:30am 11
1:OOpm 3:OOpm
Technician: Jeremy Watts Started: Finished:
Report Distribution:
(1) ATA
in eering
wI" 1■111 nWWnu
V
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (pct) (Pct) max)
Building pad
6 3' west, 16' south from northeast corner, 4' 6" 1 20.9 122.5 101.3 96
below grade
Building pad
7 7' south, 20' west from northeast corner, 3' 6" 1 20.3 117.9 98 0 93
below grade
Building pad
8 15' north, 36' west from southeast corner, 3' 6" 1 21 4 119 7 98 6 94
below grade
Building pad
9 14' north, 15' east from southwest corner, 3' 6" 1 21 1 119 6 98.8 94
below grade
Michael Cox, SET
Project Manager
LIMITATIONS The test results presented herein were prepared based upon the specific samples provided for testing le assume: no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over w ich we h,:.ve no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the u itten annrnvat nF Anne