Magnolia Rest-LR030718Ro gineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Sto. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
Client:
Project:
Services:
Purple Mountain Construction Services
Attn: Mr. JeffBurkham
4712 Memphis St.
Dallas TX 75207
Report No.: 190875
Project No.: 037748
Date of Service: 07/16/2003
Report Date: 07/18/2003
Deliman Grill
605 N. Denton Tap Road
Coppell, TX
Obtain a sample of material fi.om the jobsite, bring the sample back to the laboratory and perform a moisture densit~ relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR:
TEST FOR:
MATERIAL:
Purple Mountain Construction
Building Pad
Medium Brown Clayey Sand
CLASSIFICATION: Building Pad
TEST METHOD: ASTM D-698
Method A
ASTM D-4318
DATE SAMPLED: 07/16/2003
MATERIAL pREPARATION: Moist
RAMMER TYPE: Mechanical
SAMPLED BY: Clay Stark
SAMPLE LOCATION: S & R Sand and Gravel
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 117.0
OPTIMUM MOISTURE CONTENT, %: 1 1.5
REQUIREMENTS
LIQUID LIMIT: 25
PLASTIC LIMIT: 17
PLASTICITY INDEX: 8 Range 6 - 16
Test results on this report meet project
specifications as noted above.
120]
118
MOISTURE DENSITY RELATIONS
Dry
Density
Spec tic C ~vit 2.6~
116 ~ ~ ~
MOISTURE CONTENT (%)
Technician: Clay Stark
Report Distribution:
(1) Purple Mountain Construction Services
i~n~, Ltd.
Project 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.
06 Page 1 of 1
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
PLASTICITY INDEX OF SOILS
Client:
Project:
Purple Mounta'm Construction Services
Arm: Mr. Jeff Burkham
4712 Mempkis St.
Dallas TX 75207
Report No.: 190876
Project No.: 037748
Date of Service: 07/16/2003
Report Date: 07/18/2003
Deliman Grill
605 N. Denton Tap Road
Coppell, TX
Obtain a sample of material and bring back to the laboratory for testing to determine the liquid limit, plastic limit and the plasticity index.
PROJECT DATA
CONTRACTOR: Purple Mountain Construction
SOURCE OF MATERIAL: Honeycutt Pit
SAMPLE PREPARATION: Wet
TEST METHOD: ASTM D-4318
SAMPLE LOCATION: Stockpile
SAMPLED BY: Clay Stark
SOIL DESCmPTIO~: Light Brown Clayey Sand
CLASSIFICATION:
REPORT OF TEST
LIQUID LIMIT: 28
REQUIREMENTS
LIQUID LIMIT DETERMINATION
PLASTIC LIMIT: 14
36
PLASTICITY INDEX: 14 Range 6 - 16
Water 34
Content, w
32
Test results on this report meet project
specificiations as noted above.
30
28
5 10 20 30 40
Number of blows
Technician: Clay Stark
Report Distribution:
(1) Purple Mountain Construction Services
.o~ 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, 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.
05 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
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
Purple Mountain Construction Services
Atto: Mr. JeffBurkham
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.: 190421
Project No.: 037748
Date of Service: 07/08/2003
Report Date: 07/18/2003
PROJECT DATA
CONTRACTOR: Purple Mountain Construction Gauge: Troxlor 3450
Test Methods: ASTM D-2922
Gauge Serial No: 00646
ASTM D-3017
Test Mode: DT
Standard Counts
Moisture Density
Current: 1155 Current: 2090
Previous: 1169 Previous: 2073
No.
MOISTURE DENSITY RELATIONS
Maximum
Description
Light Brown Sandy Clay
Reddish Brown Clayey Sand
Project Requirements
Moisture % Density pcf Moisture Density
20.0 100.0 Optimum + 95 mia
11.0 119.5 Optimum + 95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO. (%) (PC0 (pc0 (% max)
Building Pad
1 15' south, 25' east of the northwest comer of 6" 1 18.7* 117.2 98.7 99
the building pad
Building Pad 6" 100.9 101
2 20' north, 40' west of the southeast comer of I 19.5* 120.6
the building pad s~ ~
An asterisk (*) appears next to test results which do NOT meet the project
Technician: Jarrod Miller Started: 2:45pm Finished: 4:15pmRontd.
Report Distribution:
(1) Pmple Mountain Construction Services '"~lay~t~rk
Project'Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for t~sting. 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
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
IN-PLACE DENSITY TESTING
Client:
Purple Mountain Construction Services
Attn: Mr. JeffBurkham
4712 Memphis St.
Dallas TX 75207
Project: Deliman Grill
605 N. Demon Tap Road
Coppell, TX
Services: Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 190434
Project No.: 037748
Date of Service: 07/08/2003
Report Date: 07/18/2003
PROJECT DATA
CONTRACTOR: Purple Mountain Construction
Gauge: Troxler 3450
rest Methods: ASTM D-2922
ASTM D~3017 Gauge Serial No: 00646
rest Mode: DT
Moisture
Current: 1155
Previous: 1169
M~D No. Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 2090
Previous: 2073
Project Requirements
Moisture Density
1 Light Brown Sandy Clay
20.0 100.0 Optimum +5 95 min
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pcf) (PCO (% max)
Storm Drain
1 150' west of east inlet, 2' below grade 6" 1 20.6
Storm Drain
2 100' west of east inlet, 1~ below grade 6" 1 22.2
Storm Drain
3 50' west of east inlet, final 6" I 20.7
Test results on this report meet project specification.
See report ~190421 for technician time
Technician: Jarrod Miller
Report Distribution:
(1) Punplc Mountain Construction Services
Started: Finished:
116.1 96.3 96
118.7 97.1 97
114.7 95.0 95
Stark
eot Manager
LIMITATIONS: The test results presented hernia were prepared based upon the specific samples provided for testing. We assume no responsibility for va;iation 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 loners 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 I
RoneE ngineers
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
REPORT OF REINFORCING STEEL INSPECTION
Client:
Purple Mountain Construction Services
Arm: Mr. JeffBurkham
4712 Memphis St.
Dallas TX 75207
Report No.: 190654
Project No.: 037748
Date of Service: 07/11/2003
Report Date: 07/18/2003
Project: Deliman Grill
605 N. Denton Tap Road
Coppell, TX
Services: Reinforcing Steel Inspection
Report of Inspection
On this date, a Rone Engineers, Ltd. representative(s) was on site to perform
Reinforcing Steel Inspection. The results are attached.
Technician Time:
Page 1 of 2
Technician: Richard Bullion
Report Distribution:
(1) Purple Mountain Construction Services
l:30pm - 3:00pm
Project Mattager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibilit~ 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 w/thout the written approval of Rone Engineers, Ltd.
99DD Pa~e 1 of 1
gineers
8908 Ambassador Row
Dallas, Texas 75247
(214) 630-9745
121 North Rayner
Fort Worth, Texas 76111
(817) 831-6211
Client:
Project:
Report of
Reinforcing Steel Inspection
fll0~OT~x} ~.~SV. Report No.:
Project No.:
Date of Service:
Page
/ of /
Locations and Items Inspected:
Items Inspected: Conforming Non Items Inspected: Conforming Non Items Inspected: Conforming Non
Conforming Conforming Conforming
Placing Drawings ~ Bar Length ~ Column Ties Properly ~
Bar Size ~/'~ Proper Bar Placement t/ Stirrup Spacing and Type \ ~'~
Discrepancies / Comments:
Client/Contractor Signature: Client/Contractor Copied with Results: Yes~