Hard 8 BBQ-LR060802Rone Engineering
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: ASTM D -2922
ASTM D -3017
MID No.
1 Reddish Brown Clayey Sand w/ Sandstone
TEST
NO
Select fill
1 13' south, 20' east from northwest corner,
final
Select fill
2 30' north, 48' east from southwest corner,
final
Select fill
3 40' west, 30' south from northeast corner,
final
Select fill
4 38' north, 50' west from southeast corner,
final
Technician: Jeremy Watts
Report Distribution:
(1) ATA
Description
TEST LOCATION
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 35519
Test Mode: DT
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density pcf
FIF DENSITY TESTS
Started: 3
IN -PLACE DENSITY TESTING
Standard Counts
Moisture Density
Current: 624
Previous: 659
Test results on this report meet project specification.
8908 Ambassador Row, Dallas, TX 75247
4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
262171
0611994
07/26/2006
08/02/2006
Current: 2588
Previous: 2568
Project Requirements
Moisture Density
10.5 120 0 -2/ +3 95 min
PROBE M/D MOISTURE WET DENSITY DRY DENSITY
DEPTH No. (pcf) (pct)
6" 1 13.5 131.2
6" 1 12 9 129.3
6" 1 9.2 128 9
6" 1 10 5 131 7
Finished. 5 OOpm
115 6
114.5
118 0
119.2
L'im'it'
Michael Cox, SET
Project Manager
DENSITY
max)
96
95
98
99
LIMITATIONS The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have 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 written approval of Rone Engineering Services, Ltd.
07TM Page 1 of 1
Rane Engineering
Client: ATA
Mr Donnie Ward
2199 E Dove Rd., Ste B
Southlake TX 76092
Project:
Services:
CONTRACTOR: ATA
Test Methods: ASTM D -2922
ASTM D -3017
MID No.
1
TEST
NO
Hard Eight Pit BBQ
688 Freeport Parkway
Coppell, Texas
Perform In -Place Density Test in accordance with ASTM Standards.
Description
Dark Brown Sandy Clay
TEST LOCATION
Building pad
1 9' north, 20' east from southwest corner, 2'
below grade
Building pad
2 4' south, 50' east from northwest corner, 2'
below grade
Building pad
3 18' north, 12' west from southeast corner, 2'
below grade
Building pad
4 30' north, 40' east from southwest corner
Building pad
5 20' south, 38' west from northeast corner
Building pad
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 35519
Test Mode: DT
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density pcf
FIELD DENSITY TESTS
8908 Ambassador Row, Dallas, TX 75247
4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Current: 659
Previous: 642
Report No.:
Project No.:
Date of Service:
Report Date:
261829
0611994
07/22/2006
08/02/2006
Standard Counts
Moisture Density
Current: 2586
Previous: 2572
Project Requirements
Moisture Density
18 0 105 0 +1/ +4 92 -98
PROBE M/D MOISTURE WET DENSITY DRY DENSITY
DEPTH No. (pcf) (pcf)
6" 1 20.3 119 6
6" 1 19.5 115 6
6" 1 200 1188
6" 1 191 1158
6" 1 19.9 119 1
DENSITY
max)
99 4 95
96 7 92
99 0 94
97.2 93
99.3 95
LIMITATIONS The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc or any other feature of similar subject matter provided by persons or conditions over which we have 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 written approval of Rone Engineering Services, Ltd.
07TM Page 1 of 2
Report No.- 261829
Project No.- 0611994
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (pci) (pcf) max)
6 17' north, 16' west from southeast corner 6" 1 21.5 119 8 98 6 94
Test results on this report meet project specification.
Technician: Jeremy Watts
Report Distribution.
(1l ATA
Client: ATA
Started. 7 15am Finished: 12.30p
COPY
Michael Cox, SET
Project Manager
i.ve.c •yn •cuI n ly
LIMITATIONS The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc) or any other feature of similar subject matter provided by persons or conditions over which we have 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 written approval of Rone Engineering Services, Ltd.
07TM Page 2 of 2