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Mansions Phase 1-LR 981012 I~one Engineers. Inc. 11'-- z Goodn~gl~t Lane ' (972:.. ineers aa~ as F'.:-':. Wor¥' Dallas. Texas Metro (972) 263-1555 75229 Fax (972) 241-5174 ELONGATION REPORT roject: Mansions By The Lake Ph II Page 1 of 4 Report No: 3137 D7429-282 Sample Date: October 8, 1998 Client: Western Rim Services Report Date: October 12, 1998 Location: Building # 31 Technician: T. Duke # Tendon Location J'ack Force Gauge Required Elongations Elongations Total Within No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance 1 S-59 West -Side 33K 5500 4 5/8 4 3/8 YES 2 B-59 West-Side 33K 5500 4 5/8 4 3/8 YES 3 5-68 West-Side 33K .... 5500 5 3/8 5 3/8 YES 4 5-96 West-Side 33K 5500 7 1/2 7 1/2 YES 5 S-98.6 West-Side 33K 5500 7 3/4 8 3/8 YES 6 5-98.6 West-Side 33K 5500 7 3/4 7 5/8 YES 7 S-73.6 West-Side 33K 5500 5 5/8 5 3/8 YES 8 S-100 West-Side 33K 5500 7 7/8 7 3/8 YES 9 S-100 West-Side 33K 5500 7 7/8 7 1/2 YES 10 5-100 West-Side 33K 5500 7 7/8 7 1/2 YES 11 B-73 West-Side 33K 5500 5 5/8 5 3/8 YES 12 S-96 West-Side 33K 5500 7 1/2 7 YES 13 5-96 West-Side 33K 5500 7 1/2 7 1/4 YES 14 S-96 West-Side 33K 5500 7 1/2 7 1/8 YES 15 S-96 West-Side 33K 5500 7 I/2 7 3/8 YES 16 5-98.6 West-Side 33K 5500 7 3/4 7 1/8 YES 17 B-71.6 West-Side 33K 5500 5 1/2 5 3/8 YES 18 S-98.6 West-Side 33K 5500 7 3/4 7 1/4 YES 19 5-98.6 West-Side 33K 5500 7 314 7 1/8 YES Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014 Equipment Calibration Date: 9/4/98 Comments: Distribution: (1) Mr. Richard E. Simmons; Western Rim Services (1) Mr. Larry Davis; CiD' of Coppell (1) Mr. Mike Hodge; City of Coppell (1) Mr. Tony Martin; Newport Classic (1) Mr. Doyle Damron; C. D. Construction Consulting L~-IITATIONS: 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 eonditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed. ¢:'-..wpwin'.repotXs",D7429-282-98\PW October 12, 1998 Rone Engineers. Inc. I ~, '-- 't Goodmght Lane TeL {9727 241-a5'~7--' Dal,as-F(;'2 v',/¢.~r' Daflas. Texas Metro (972) 263:1555 75229 Fax {972) 24'1-5~ 74 ELONGATION REPORT Project: Mansions By The Lake Page 2 of 4 Report No: 3137-D7429-282 Sample Date: October 8, 1998 Client: Western Rim Services Report Date: October 12, 1998 Location: Building # 31 Technician: T. Duke # Tendon Location Jack Force Gauge Required Elongations Elongations Total Within No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance 20 S-98.6 West-Side 33K 5500 7 3/4 7 1/8 YES 21 B-76 West-Side 33K 5500 6 5 3/4 YES 22 S-12.6 South-Side 33K ..... 5500 7/8 7/8 YES ~ S-26 West-Side 33K 5500 2 2 YES 24 S-26 West-Side 33K 5500 2 1 7/8 YES 25 S-26 West-Side 33K 5500 2 I 7.'8 YES 26 B-27 East-Side 33K 5500 2 1/8 2 YES 27 S-27 East-Side 33K 5500 2 1/8 2 YES 28 546 East-Side 33K 5500 3 5/8 3 3/8 YES 29 B-27 East-Side 33K 5500 2 1.:8 2 1/16 YES 30 B-27 East-Side 33K 5500 -'* I/8 ~" 1/16 YES 31 B-27 East-Side 33K 5500 .~'~ 1/8 ~'~ 1/8 YES 32 B-27 East-Side 33K 5500 '~_ l.t8 ~,'~ 1/8 YES 33 5-55 North-Side 33K 5500 4 1/4 4 3[8 YES 34 B-55 North-Side 33K 5500 4 1/4 4 3/8 YES 35 B-65.5 East-Side 33K 5500 5 I/8 4 7:'8 YES 36 S-60.6 North-Side 33K 5500 4 3/4 4 3./8 YES 37 S-59.6 North-Side 33K 5500 4 5/8 4 3/8 YES 38 S-59.6 North-Side 33K 5500 4 5...'8 4 3/4 YES Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014 Equipment Calibration Date: 9/4/98 Comments: Distribution: (1) Mr. Richard E. Simmons; Western Rim Services (1) Mr. Larry Davis; City of Coppell (1) Mr. Mike Hodge; City of Coppell (1) Mr. Tony Martin; Newport Classic (1) Mr. Doyle Damron; C. D. Construction Consulting LBI1TATIONS: 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. c:~.wpwinXreports'-.D7429-282-98",PW October 12, 1998 Rone Engineers. Inc. ". i--- 4. Goodmgint Lane Tel. (972) 241-451~-- ineers Dal.as For:. ¢¢Om' Dallas. Texas Metro (972) 263-1555 75229 Fax (972) 24~.-5174 ELONGATION REPORT Project: Mansions By The Lake Page 3 of 4 Report No: 3137-D7429-282 Sample Date: October 8, 1998 Client: Western Rim Se~,ices Report Date: October 12, 1998 Location: Building # 31 Technician: T. Duke # Tendon Location Jack Force Gauge Required Elongations Elongations Total Within No. 0Gps) Pressure Elongations End (1) End (2) Elongations Tolerance 39 B-59.6 North-Side 33K 5500 4 5i8 5 YES 40 $-59.6 North-Side 33K 5500 4 5/8 4 7i8 YES 41 $-62.6 North-Side 33K .... 5500 4 7/8 4 7?8 YES 42 $-62.9 North-Side 33K 5500 4 7/8 4 3/4 YES 43 B-62.9 North-Side 33K 5500 4 7/8 4 1/2 YES 44 S-59 North-Side 33K 5500 4 5/8 4 3/4 YES 45 S-59 North-Side 33K 5500 4 5/8 4 5;8 YES 46 S-61.6 North-side 33K 5500 4 3/4 4 1:2 YES 47 B-61.6 North-Side 33K 5500 4 3/4 4 3/8 YES 48 S-61.6 North-Side 33K 5500 4 3/4 4 3/8 YES 49 $-59.6 North-Side 33K 5500 4 5/8 4 7/8 YES 50 S-61.6 North-Side 33K 5500 4 3/4 4 7/8 YES 51 S-61.6 North-Side 33K 5500 4 3/4 4 3/8 YES 52 S-59.6 North-Side 33K 5500 4 5/8 4 3/4 YES 53 S-59.6 North-Side 33K 5500 4 5/8 4 3/4 YES 54 S-67 North-Side 33K 5500 5 I/4 5 YES 55 B-67 North-Side 33K 5500 5 1/4 4 3i4 YES 56 S-67 North-Side 33K 5500 5 1/4 5 1:'8 YES 57 5-67 North-Side 33K 5500 5 1/4 5 1."4 YES Equipment ID: Ram No: 93014 Pump No: 381996 Gauge No: 93014 Equipment Calibration Date: 9/4/98 Comments: Distribution: (1) Mr. Richard E. Simmons; Western Rim Setw'ices (1) Mr. Larry Davis; CiD' of Coppell (1) Mr. Mike Hodge; Ci~, of Coppell (1) Mr. Tony Martin; Newport Classic (1) Mr. Doyle Damron; C. D. Construction Consulting LIMrFATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility t'or 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. c:\wpwin\rcports'~D7429-282-98~.PW October 12, 1998