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Magnolia Rest-LR030705RoneEngineers 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. Jeff Burkham 4712 Memphis St. Dallas TX 75207 Project: Deliman Grill 605 N. Denton Tap Road Coppell, TX Services: Perform In-Place Density Test in accordance with ASTM Standards. Report No.: 179305 Project No.: 037748 Date of Service: 06/26/2003 Report Date: 07/05/2003 PROJECT DATA CONTRACTOR: Purple Mountain Construction Gauge: Troxler 3430 Test Methods: ASTM D-2922 ASTM D-3017 Gauge Serial No: 33305 Test Mode: DT Standard Counts Moisture Density Current: 558 Current: 2727 Previous: 551 Previous: 2742 MOISTURE DENSITY RELATIONS Maximum Project Requirements M/D No. Description Moisture % Density pcf Moisture Density 1 Reddish Brown Clayey Sand 11.0 119.5 Optimum + 95 min FIELD DENSITY TESTS TEST PROBE NO TEST LOCATION DEPTH IVIED MOISTURE WET DENSITY DRY DENSITY DENSITY No. (%) ~c0 ~c~ (% max) Building Pad 1 15' south, 15' east from northwest building 6" 1 13.4 119.6 105.5 88 * comer, 1st lift Building Pad 2 20' south, 20' west from northeast building 6" 1 12.3 119.7 106.6 89 * Technician: Scott Fagan Report Distribution: (1) Purple Mountain Construction Services comer, 1st lift Started: 7:30am Finished: 8:45am x--.Cla~ Stark Projg~t 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 maOer 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 wd~aen 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: Project: Purple Mountain Comtmction Services Attn: Mr. Jeff Burkham 4712 Memphis St. Dallas TX 75207 Deliman Grill 605 N. Denton Tap Road CoppeR, TX Perform In-Place Density Test in accordance with ASTM Standards. Report No.: 179274 Project No.: 037748 Date of Service: 06/26/2003 Report Date: 07/05/2003 PROJECT DATA CONTRACTOR: Purple Mountain Construction Gauge: Troxler 3430 Test Methods: ASTM D-2922 Gauge Serial No: 33305 ASTM D-3017 Test Mode: DT Moisture Current: 558 Previous: 551 M/D No. Description MOISTURE DENSITY RELATIONS Maximum Moisture % Density pcf Reddish Brown Clayey Sand Standard Counts Density Current: 2727 Previous: 2742 Project Requirements Moisture Density 11.0 119.5 Optimum + 95 min FIELD DENSITY TESTS TEST PROBE NO TEST LOCATION DEPTH M/D MOISTURE WET DENSITY DRY DENSITY DENSITY No. (%) (pcf) (PC0 (% max) Building Pad 1 Retest from item #1 on report #179309 6" 1 12.2 Building Pad 2 Retest from item #2 on report gl 79305 6" 1 Test results on this report meet project specification. Technician: SCOtt Fagan Report Distribution: (1) Purple Mountain Constmcfion Services Started: 12:30p 128.2 114.3 96 11.3 126.3 ~,~ 95 Finished: 2:00pm R~Ltd. ~-~ C~y Stark Pr~ect 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 Ro gineers Client: Purple Mountain Construction Services Atto: Mr. JeffBurkham 4712 Memphis St. Dallas TX 75207 Project: Deliman Grill 605 N. Denton Tap Road Coppell, TX Services: Drilled Pier Inspection 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77640 Corporate Phone: (214) 630-9745 REPORT OF DRILLED PIER INSPECTION Report No.: 179445 Project No.: 037748 Date of Service: 06/30/2003 Report Date: 07/05/2003 Report of Inspection On this date, a Rone Engineers, Ltd. representative(s) was on site to perform Drilled Pier Inspection. The results are attached. Technician Time: 7:30am - 6:15pm Page 1 of 3 Technician: Shawn Deal Report Distribution: (1) Purple Mountain Construction Services '-Clq~ Stark Proj orct Manager LiMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation ia quality (composition, appearance, performance, em.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our le~ers 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 approvaI of Rone Engineers, Llxt. 99DD Page 1 of 1 RONE ENGINEERS, Ltd. REPORT OF STRAIGHT SHAFT PIER INSPECTION Client: Purple Mountain Construction Services Report No.: 179445 Project No.: 037748 Project: Deliman Grill Date of Service: 6/30/2003 Page 2 of 3 Driller: Auger Drilling Pier Identification C/8 B/8 A/7 E/6 A/5 Pier Diameter (in) 18 18 18 18 18 Depth of Pier From Surface (f~) 22.50 23.80 24.90 20.80 23.70 Depth of Bearinl~ Stratum From Surface (R) 19.80 19.70 20.60 18.70 20.90 Required Penetration (ft) 2.00 3.00 4.00 2.00 2.00 Actual Penetration (ft)* 2.70 4.10 4.30 2.10 2.80 Condition of Bottom (wet / dry) Dry Dry Dry Dry Dry Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes Casing Diameter (in) / Casing Length (fi) 22/19.7 22/19.7 22/22.4 22/19.7 22/22.4 Number of Bars / Reinforcing Bar Size 4/#7 4/#7 4/#7 4/#7 4/#7 Length of Reinforcing Steel (t~) 22.80 22..80 23.50 23.30 22.80 rime Drilling was Completed (am / pm) 9:08 AM 10:45 AM 12:30 PM 3:17 PM 2:48 PM rime Concrete was Placed (am / pm) 2:52 PM 2:30 PM 2:00 PM 4:45 PM 3:55 PM Depth of Pier From Top of Concrete (f0 23.33 24.55 25.48 21.55 24.45 Elevation: Surface (ft)** 97.17 97.25 97.42 97.25 97.25 iElevation: Top of Pier (R)** 98.00 98.00 98.00 98.00 98.00 Elevation: Bottom of Pier (ft)** 74.67 73.45 72.52 76.45 73.55 Elevation: Top of Bearinl~ Stratum (f~.)** 77.37 77.55 76.82 78.55 76.35 Bearial~ Stratum (description) Dark Gray Shale Note: See report # 179446 for Compressive Stxength Test Specimens. * Additional Penetration not requested unless noted. Remarks: Pier location A/7: Significant gravel strata encountered at 13-14' below existing surface resulting in enlarged sidewall diameter prior to installation of temporary casing. 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, pedormance, 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. RONE ENGINEERS, Ltd. REPORT OF STRAIGHT SHAFT PIER INSPECTION Client: Purple Mountain Construction Services Report No.: 179445 Project No.: 037748 Project: Deliman Grill Date of Service: 6/30/2003 Page 3 of 3 Driller: Auger Drilling Pier Identification Ag4 Pier Diameter (in) 18 Depth of Pier From Surface (ft) 24.70 Depth of Bearing Stratum From Surface (ft) 18.80 Required Penetration (ft) 5.00 Actual Penetration (fi)* 5.90 Condition of Bottom (wet / dry) Dry Plumb Within Tolerance (yes / no) Yes Casing Diameter (in) / Casing Length (fi) 22/19.7 Number of Bars / Reinforcing Bar Size 4/#7 Length &Reinforcing Steel (ft) 23.30 rime Drillin~ was Completed (am / pm) 3:41 PM rime Concrete was Placed (am / pm) 4:25 PM Depth of Pier From Top of Concrete (fi) 25.70 Elevation: Surface (fi)** 97.00 Elevation: Top of Pier (fi)** 98.00 Elevation: Bottom of Pier (fi)** 72.30 Elevation: Top of Bearing Stratum (f~.)** 78.20 Bearing Stratum (description) Dark Gm~ Shale Note: See report # 179446 for Compressive Strength Test Spemmens. * Additional penetration not requested unless noted. Remarks: LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for tesgng. 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 :ontrol. 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 ~pproval of Rone Engineers, Ltd. Ro gineers 8900 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: Purple Mountain Construction Services Attn: 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.: 179306 Project No.: 037748 Date of Service: 06/26/2003 Report Date: 07/05/2003 PROJECT DATA CONTRACTOR: Purple Mountain Construction Gauge: Troxler 3430 Test Methods: ASTM D-2922 ASTM D-3017 Gauge Serial No: 33305 Test Mode: DT Standard Counts Moisture Density Current: 558 Current: 2727 Previous: 551 Previous: 2742 MOISTURE DENSITY RELATIONS Maximum Project Requirements M/D No. Description Moisture % Density pcf Moisture Density 1 Light Brown Sandy Clay 20.0 100.0 Optimum +5 95 min FIELD DENSITY TESTS TEST LOCATION TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY NO DEPTH No. (%) (per) (pci) (% max) Utility Backfill 1 15' south of tie-in at the northwest comer of 6" 1 23.7 119.0 96.2 96 project on 8" sanitary sewer, 1st lift Utility Backfill 2 15' south of tie-in at the northwest comer of 6" 1 22.4 117.3 95.8 96 project on 8" sanitary sewer, 2nd lift Utility Backfill 3 15' south of tie-in at the northwest comer of 6" 1 23.8 119.2 96.3 96 project on 8" sanita~ sewer, 3rd & final Utility Bacicfill 4 24' north of manhole at the southwest 6" 1 24.1 120.5 97.1 97 comer of project, 8" sanitary sewer, 1st lift Utility Backfill 5 24' north of manhole at the southwest 6" 1 23.0 117.8 95.8 96 comer of project, 8" sanitary sewer, 2nd lift LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variafion 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 2 RoneEngineers Report No.: 179306 m~~ Project No.: 037748 CHent: Purple Mountaifi Constraction Services TEST PROBE NO TEST LOCATION DEPTH M/D MOISTURE WET DENSITY DRY DENSITY DENSITY No. (%) (pcf) (pc0 (% max) Utility Backfill 6 24' north of manhole at the southwest 6" comer of project, 8" sanita~ sewer, 3rd & final Technician: Scott Fagan Report Distribution: (1) ptuple Mountain Construction Services 1 21.8 117.2 96.2 96 Test results on this report meet project specification. Started: 8:45am Finished: 10:15a x,.OYa~Stark Projec~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 thc wri~en approval of Rone Engineers, Ltd. 07DD Page 2 of 2