Magnolia Rest-LR0308188908 Ambassador Row, Dallas, TX 75247
a 2696 Cravel Drive, Fort Worth, TX 76118
Ro n ~ E n g i n ee rs 6300 Rothway, Ste. 150, Houston, TX 77040
a 1 - ~ Corporate Phoae: (214) 630.9745
IN-PLACE DENSITY TESTING
Client: Purple Mountain Construction Services Report No.: 192237
Attn: Mr. JeffBurldlam ProjectNo.: 037748
4712 Memphis St.
Dallas TX 75207 Date of Service: 08/06/2003
Report Date: O8/] 8/2003
Project: Deliman Grill
605 N. Denton Tap Road
Copped, TX
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJE T DATA
CONTRACTOR: Purple Mountain CoustmcHon Standard Counts
Test Methods: ASTM D-2922 Cauge: Troxler 3430 Moisture Density
ASTM D-3017 Cauge Serial No: 24675 Current: 608 Current: 2825
Test Mode: DT
MOISTURE DENSITY RELATIONS
Mazimum
M/D No. Deurlpdon Motature % Density pcf
Prevlouc: 605 Previous 2876
Light Brown Sandy Clay
20.0 100.0
Protect Requirements
Moisture Density
NA 95 min
TEST
NO
TEST LOCATION PROBE
DEPTH M/D
No. MOISTURE WET DENSITY DRY DENSITY
(%) (pct) (pcf) DENSTTY
(% max)
Subgrade
1 Paving, firelane, northside, 60' south & 70' 4" 1 17.3 115.8 98.7 99
west of southwest corner of existing paving ,
Subgrade
2 Paving, firelane, northside, 50' south & 45' 4" 1 17.3 114.8 97.9 98
west of southwest corner of existing paving
Subgrade
3 Paving, firelane, northside, 20' south & 5' 4" 1 17.7 117.1 99.5 100
west of southwest corner of existing paving
'
Test results on this report meet proj ect specification. ~
/ ~~
Technician: Richard Bunion Started: 10:00a Finisbea: 11:OOa
Report Distribution:
(I) Purple Mountain Construction Services -
Manager
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, performance, 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 Engineers, Ltd.
07DD Page 1 of 1
8908 Ambassador Row, Dallas, TX 75247
Ro 1'9 e E n g i n e@ rs =696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
- Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client: Purple Mountain Construction Services Report No.: 192594
Attn: Mr. JeffBurkham Project No.: 037748
4712 Memphis St.
Dallas TX 75207 Date o[ Service: 08/13/2003
Report Date: 08/18/2003
Project: Delilnan Grill
605 N. Denton Tap Road
Coppell, TX
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Purple Mountain Constmction Standard C ounts
Gauge: Troxler 3430
Test Methods: ASTM D-2922 Moisture Density
ASTM D-3017 Gauge Serial No: 32685 Current: 642 Current: 2962
Test Mode: DT previous: 623 Previous: 2918
MOISTURE DENSITY RELATIONS
Maximum Proj ect Requirements
M/D No. Descriptlon Moisture % Density pcf Moisture Density
1 Light Brown Sandy Clay 20.0 100.0 -1/+3 95 min
TEST
NO
TEST LOCATION PROBE
DEPTH M/D
No. MOISTURE
(%) WET DENSITY DRY DENSITY
(pcQ (pcQ DENSITY
(% max)
Paving Subgrade
I Retest from report #192569 6" 1 21.4 119.3 98.3 98
Paving Subgrade
2 Retest from report #192569 6" 1 20.9 119.2 98.6 99
Paving Subgrade
3 Retest from report #192569 6" 1 20.8 120.2 99.5 100
Test results on this report meet proj ect specifica tion. ~~ /J~
Technician: Joe Jernigan Started: 2:30PM Finished: 4:OOPM Rone
Report Distribution:
(1) Purple Mountain Conswction Services
Project
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composidon, appearance, performance, 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 Engineers, Ltd.
o7DP Page 1 of 1
8908 Ambassador Row, Dallas, TX 75247
Ro n e E n g i n e e rs 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rathway, S[e. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client: Purple Mountain Construction Services
' Report No.: 192328
Attn: Mr. Jefl
Burlcharrt Project No.: 037748
4712 Memphis St.
Dallas TX 75207 Date of Service: 08/07/2003
Report Date: 08/18/2003
Project: Deliman Grili
605 N. Denton Tap Road
Coppell, TX
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Purple Mountain Construction Standard Counts
Test Methods: Gauge: Troxler 3430
ASTM D-2922 Moisture Density
ASTM D-3017 Cauge Serial No: 33305 Current: 563 Current: 2768
Teat Mode: DT previous: 550 Previous: 2723
MOISTURE DENSITY RELATIONS
M/D No.
Description
Moisture % Maximum
Density pcf Projec[ Requirements
Malsture Densi[y
1 Reddish Brown Clayey Sand 11.0 119.5 -1/+3 95 min
2 Light Brown Sandy Clay 20.0 100.0 -1/+3 95 min
3 Medium Brown Clayey Sand 11.5 117.0 -1/+3 95 min
TEST
NO
TEST LOCATION
Paving
75' north, 75' east from northeast building 6" 3 10.8 128.5
corner, final
Test results on this report meet project specification.
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY
No. (%) (pcQ (pcf)
DENSITY
(% max)
Technician: Scott Fagan Started: 12:45p Finished: 2:30pm RORe
Report Distribution:
(I) Purple Mountain Constmction Services
Clay
Project
99
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility far variation in quality
(composition, appearance, performance, etc J 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 &11 without the written approval of Rone Engineers, Ltd.
07DD Page 1 of 1