Magnolia Rest-LR030609RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
Project:
Services:
Purple Mountain Construction Services
Atto: Mr. JeffBurkham
4712 Memphis St.
Dallas TX 75207
Report No.: 178116
Project No.: 037748
Date of Service: 06/03/2003
Report Date: 06/09/2003
Deliman Grill
605 N. Denton Tap Road
Coppell, TX
Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Purple Mountain Consmction
TEST FOg: Select Fill
MATERIAL: Reddish Brown Clayey Sand
CLASSIFICATION: Select Fill
TEST METI~OD: ASTM D-698
Method A
ASTM D-4318
DATE SAMPLED: 06/03/2003
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: Clay Stark
SAMPLE LOCATION: Imported stockpile
REPORT OF TEST
MAXIMUM DRY DENSITY, per: 119.5
OPTIMUM MOISTURE CONTENT, %: 11.0
LIQUID LIMIT: 25
PLASTIC LIMIT: 14
PLASTICITY INDEX: 11
MOISTURE DENSITY RELATIONS
122 ~ Zerc airy fids ¢' rye
Spec fie ( mvit~ 2.65
120
Dry
DensitY(per) /
MOISTURE CONTENT (%)
Technician: Clay Stark
Report Distribution:
(1) Purple Mountain Construction Services
eers, Ltd.
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 cona'ol. Our letters and
repotts 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.
06 Page 1 of 1
RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
Purple Moumain Construction Services
Attn: Mr. JeffBurkham
4712 Memphis St.
Dallas TX 75207
Report No.: 178115
Project No.: 037748
Date of Service: 06/03/2003
Report Date: 06/09/2003
Project: Deliman Grill
605 N. Denton Tap Road
Coppell, TX
Services: Obtain a sample ofmateria! from the jobsite, bring the sample back to the laboratory and p~c~'orm a moisture density relationship test in
accordance with ASTM S~nd~rds.
PROJECT DATA
CONTRACTOR: Purple Mountain Construction
TEST FOR: Building Subgrade
MATErnAL: Light Brown Sandy Clay
CLASSIFICATION: Building Subgrade
TEST ]~[ETHOD: ASTM D-698 ASTM D-4318
Method A
DATE SAMPLED: 06/03/2003
MATERIAL PREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: Clay Stork
SAMPLE LOCATION: Northeast comer of pad
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 100.0
OPTIMUM MOISTURE CONTENT, %: 20.0
LIQUID LIMIT: 63
PLASTIC LIMIT: 20
PLASTICITY INDEX: 43
MOISTURE DENSITY RELATIONS
Zero airy dds¢ arve
Spec fie Cravit2.6:
106
104
Dry
Density
(pc0
103
10~
98
14 16 18 20 22 24 26
MOISTURE CONTENT (%)
Technician: Clay Stark
Report Distribution:
(I) Pmple Mountain Constxuction Services
~/~neers, Ltd.
Stark
Project Manager
LIMITATIONS: Ti~e test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composihon, eppeamnce, 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.
06 Page I of 1
8908 Ambassador Row, Dallas. TX 75247
2696 Gravel Drive. Fm't Worth. TX 76118
6300 Rothway, Ste. 150, Houstnn, TX 77040
Corporate Pbotle: (214) 63{1-9745
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
Purple Mountain Construction Services
Attn: Mr. Jeff Burkham
4712 Memphis St.
Dallas TX 75207
Deliman Grill
605 N. Denton Tap Road
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 178144
Project No.: 037748
Date of Service: 06/03/2003
Report Date: 06/09/2003
PROJECT DATA
CONTRACTOR: Purple Mountain Construction
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430 Moisture
Gauge Serial No: 34009 Current: 646
Test Mode: DT Previous: 644
MOISTURE DENSITY RELATIONS
Standard Counts
Density
C.rreut: 2936
Previn.s: 2918
l Light Brown Sandy Clau 20.0 100.0 Minimum +4 92 mtn
FIELD DENSITY TESTS
TEST PROBE
NO TESTLOCATION DEPTH
M/D MOISTURE WET DENS[FI DR~r DENSITY DENSI'I'5
No. (%) (pc0 (pcfl (% max)
Building Subgrade
1 14' north by 18' west from southeast corner 6" I 30. I 118.3 90.9 91 *
Building Subgrade
2 12' south by 20' east from northwest corner 6" I 27.8 I 17.2 91.7 92
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Technician: Clay Stark
Report Distribution:
(1) Purple Mountain Construction Services
Started: 10:30a
Rone Engineers, Ltd.
Finished: 1:30p~
.~ L~/Clay Stark
/ J Project Manager
LIMITATIONS: Tile test resu[ts presented herein were prepared based upon tile specific samples provided lbr testing. We assume no rcsponsibil0y fi~r variation in quulit3
(composition, appearance, pedbrmance~ etc.) or any other t~ature of similar subject matter provided by persons or conditions over wbicb we bavc Ilo control Our letters ired
repons are for the exclusive use oftbe clients to whom t0ey are addressed and sbal] not be reproduced except in fidl without tbc written approval of i/one Engineers.
07DD Page I of 1