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Magnolia Rest-LR030715RoneEngineers Client: Purple Mountain Construction Services Arm: 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 77040 Corporate Phone: (214) 630-9745 REPORT OF DRILLED PIER INSPECTION Report No.: 190009 Project No.: 037748 Date of Service: 07/01/2003 Report Date: 07/15/2003 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 - Page 1 of 2 Technician: Shawn Deal Report Distribution: (1) Purple Mountain Construction Services Cia, Stark Project Manager LIMITATIONS: The test resulta presented herein were prepared based upon the specific samples provided for testing, We assume no responsibiIity for variation in 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 letters and rrporcs are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in f~ll without the written approval of Rone Engineers, Ltd. 99DD Pa.e 1 of 1 RONE ENGINEERS, Ltd. REPORT OF STRAIGHT SHAFT PIER INSPECTION Client: Purple Mountain Construction Services Report No.: 190009 Project No.: 037748 Project: Deliman Grill Date of Service: 7/1/2003 605 N. Denton Tap Road Page 2 of 2 Driller: Auger Drilling Pier Identification E/4 F/5 E/8 E/3 Pier Diameter (in) 18 18 18 18 Depth of Pier From Surface (ft) 24.80 21.70 23.40 21.60 Depth of Bearinl~ Stratum From Surface (f0 19.60 19.30 20.20 19.10 Required Penetration (R) 4.00 2.00 3.00 2.00 Actual Penetration (ft)* 5.20 2.40 3.20 2.50 Condition of Bottom (wet / dry) Dry Dry Dr7 Dry Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Casing Diameter (in) / Casing Lenl~th (f~) 22/19.7 22/19.7 22/22.4 22/19.7 Number of Bars / Reinforcing Bar Size 4/#7 4/#7 4/#7 NA Length of Reinforcing Steel (it) 22.80 22.70 22.60 NA Time Drilling was Completed (am / pm) 9:13 AM 11:05 AM 12:45 PM 3:04 PM Time Concrete was Placed (am / pm) 1:47 PM 1:32 PM 1:18 PM NA Depth of Pier From Top of Concrete (it) 25.47 22.45 24.15 NA Elevation: Surface (it)** 97.33 97.25 97.25 NA Elevation: Top of Pier (ft)** 98.00 98.00 98.00 98.00 Elevation: Bottom of Pier (it)** 72.53 75.55 73.85 NA Elevation: Top of Bearin~ Stratum (~.)** 77.73 77.95 77.05 NA Bearin~ Stratum (description) Note: See repor~ # 190009 for Compressive Strength Test Specimens. * Additional Penetration not requested unless noted. Remarks: Pier E/3 was leR unfilled due to rain/lightening, casing was leit in pier Pier locations are "as-built". LIMITATIONS: The test results preser~ted 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 =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 approval of Rone Engineers, Ltd. RoneEngineers Client: Purple Mountain Construction Services Attn: 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 77040 Corporate Phone: (214) 630-9745 REPORT OF DRILLED PIER INSPECTION Report No.: 190118 Project No.: 037748 Date of Service: 07/02/2003 Report Date: 07/15/2003 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 - 5:15pm Page 1 of 3 Technician: Shawn Deal Report Distribution: (1) Purple Mountain Construction Services l~oj 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 ~.I1 without the written approval of Rone Engineers, Ltd. 99DD Page 1 of 1 RONE ENGINEERS, Ltd. REPORT OF STRAIGHT SHAFT PIER INSPECTION Client: Purple Mountain Construction Services Report No.: 190118 Project No.: 037748 Project: Deliman Grill Date of Service: 7/2/2003 605 N. Denton Tap Road Page 2 of 3 Driller: Auger Drilling Pier Identification E/5 E/2 E/3 D/1 B/1 Pier Diameter (in) 18 18 18 18 18 Depth of Pier From Surface (it) 22.60 21.20 21.60 22.70 21.10 Depth of Bearing Stratum From Surface (it) 20.20 18.80 19.10 18.80 18.70 Required Penetration (it) 2.00 2.00 2.00 2.00 2.00 Actual Penetration (it)* 2.40 2.40 2.50 3.90 2.40 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 (ft) 22/22.4 22/19.7 22/19.7 22/19.7 22/19.7 Number of Bars / Reinforcinl~ Bar Size 4/#7 4/#7 4/#7 4/#7 4/#7 Length of Reinforcint~ Steel (ft) 22.90 23.00 23.10 22.90 22.70 Time Drilling was Completed (am / pm) 8:15 AM 10:32 AM 3:04 PM 1:55 PM 1:00 PM Time Concrete was Placed (am / pm) 4:10 PM 12:58 PM 12:15 PM 3:30 PM 1:20 PM Depth of Pier From Top of Concrete (it) 23.43 21.88 22.35 23.03 21.60 Elevation: Surface (it)** 97.17 97.32 97.25 97.67 97.50 Elevation: Top of Pier (it)** 98.00 98.00 98.00 98.00 98.00 Elevation: Bottom of Pier (it)** 74.57 76.12 75.65 74.97 76.40 Elevation: Top of Bearint~ Stratum (it.)** 76.97 78.52 78.15 78.87 78.80 Bearin~ Stratum (description) Gray Shale Note: See report #190119 for Compressive St~ngth Test Specimens. * Additional Penetration not requested unless noted. ** Elevation by Others. Remarks: Pier locations are "as-built". LIMITA130NS: 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 wdtten approval of Rone Engineers, Ltd. RONE ENGINEERS, Ltd. REPORT OF STRAIGHT SHAFT PIER INSPECTION Client: Purple Mountain ConsWuction Services Report No.: 190118 Project No.: 037748 Project: Deliman Grill Date of Service: 7/2/2003 605 N. Denton Tap Road Page 3 of 3 Driller: Auger Drilling Pier Identification C/1 Pier Diameter (in) 18 Depth of Pier From Surface (it) 21.70 Depth of Bear/nil Stratum From Surface (it) 19.10 Required Penetration (it) 2.00 Actual Penetration (it)* 2.60 Condition of Bottom (wet / clry) Di~ Plumb Within Tolerance (yes / no) Yes Casinl~ Diameter (in) / Casin~ Lenl~th (it) 22/19.7 Number of Bars / Reinforcin[~ Bar Size 4/#7 Lenl~th of Reinforeinl~ Steel (it) 23.10 Time Drillinl~ was Completed (am / pm) 3:10 PM Time Concrete was Placed (am / pm) 3:48 PM Depth of Pier From Top of Concrete (it) 22.28 Elevation: Surface (ft)** 97.42 Elevation: Top of Pier (it)** 98.00 Elevation: Bottom of Pier (ft)** 75.72 Elevation: Top of Bearing Stratum (it.)** 78.32 Bearing Stratum (description) Gray Shale Note: See report #190119 for Compressive Strength Test Specimens. * Additional Penetration not requested unless noted. ** Elevation by Others. Remarks: Pier locations are "as-built". LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (cornposlttsn, 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 wlthoct the written approval of Rone Engineers, Ltd. gineers Client: Purple Mountain Construction Services Attn: 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, IX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630-9745 REPORT OF DRILLED PIER INSPECTION Report No.: 190210 Project No.: 037748 Date of Service: 07/03/2003 Report Date: 07/15/2003 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: 6:00am - 3:30pm Page 1 of 2 Technician: Shawn Deal Report Distribution: (l) Purple Mountain Construction Services '~_ CJ~y_S_tark Project Manager LIMITATIONS: The test results presented herein wcre 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 controI. Our letters and reports are for the exolusive use of the clients to whom they are addressed and shall not be reproduced except in fi~ll w/thout the written approval of Rone Engineers, Ltd. 99DD Pa~e 1 of 1 RONE ENGINEERS, Ltd. REPORT OF STRAIGHT SHAFT PIER INSPECTION Client: Purple Mountain Construction Services Report No.: 190210 Project NO.: 037748 Project: Deliman Grill Date of Service: 7/3/2003 605 N. Denton Tap Road Page 2 of 2 Driller: Auger Drilling Pier Identification A/1 A/3 A/2 D/2 F/6 Pier Diameter (in) 18 18 18 18 18 Depth of Pier From Surface (it) 25.50 22.30 22.20 21.30 21.40 Depth of Bearing Stratum From Surface (it) 20.80 19.20 19.40 18.50 19.00 Required Penetration (ft) 4.00 2.00 2.00 2.00 2.00 Actual Penetration (ft)* 4.70 3.10 2.80 2.80 2.40 Condition of Bottom (wet / dry) Wet Dr~ Dt~ Dry Dry Plumb Within Tolerance (yes / no) Yes Yes Yes Yes Yes Casing Diameter (in) / Casing Length (it) 22/22.4 22/19.7 22/19.7 22/19.7 22/19.7 Number of Bars / Reinforcing Bar Size 4/#7 4/#7 4/#7 4/#7 4/#7 Length of Reinforcing Steel (it) 23.40 20.10 20.00 20.00 20.20 Time Drillinl~ was Completed (am / pm) 7:54 AM 9:13 AM 10:34 AM 12:39 PM 2:11 PM Time Concrete was Placed (am / pm) 12:27 PM 11:38 AM 11:57 AM 1:17 PM 2:16 PM Depth of Pier From Top of Concrete (it) 25.75 22.88 22.53 22.13 22.32 Elevation: Surface (it)** 97.75 97.42 97.67 97.17 97.08 Elevation: Top of Pier (fi)** 98.00 98.00 98.00 98.00 98.00 Elevation: Bottom of Pier (It)** 72.25 75.12 75.47 75.87 75.68 Elevation: Top of Bearing Stratum (it.)** 76.95 78.22 78.27 78.67 78.08 Bearing Stratum (description) Gray Shale Note: See report # 19021 l for Compressive Strength Test Specimens. * Additional Penetration not requested unless noted. ** Elevation by Others. Remarks: Pier at A/l: approximate 1/2" - 1" of water on bottom of pier. Pier at A/2, A/3 significant amount of water and gravel found at approximately 14'. Pier locations are "as-built". _IMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in ~uallty (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.