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Park West CC(02)-LR 960930 GEOTECHNICAL AND ENVIP, O N PII~NTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF PIER OBSERVATION Parkwest Center - Building I Airline Drive Coppell, Texas Insignia Commercial Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 ATTN: Mr. Brian Grant REPORT NO. 15 REG PROJECT NO. 2753.2 REPORT DATE: 09-30-96 TECHNICIAN: E. Yerian $. Boeshart Bob Moore Construction Inc. 09-09-96 A.7-19.9 18 36 13.1 13.3 A.5-20 18 36 13.2 13.3 A.6-21.1 18 36 13.9 14.0 A.6-22.8 18 36 13.6 13.8 C.8-22.9 18 36 13.6 14.2 C.9-22.2 18 36 13.2 13.8 A.6-21.8 18 36 13.5 14.3 C.9-23 24 60 13.9 14.0 C.9-22 24 60 14.1 14.2 09-10-96 B-19.9 24 54 12.6 12.6 A.4-19.9 24 60 14.6 15.0 H .5-23 24 60 15.3 15.4 H.9-23 24 60 15.3 15.4 1.3-23 24 60 16.1 16.1 1.6-23 24 60 15.4 15.4 1.9-23 24 60 15.7 15.7 09-11-96 J.6-21.9 24 66 15.4 15.9 J.6-20.9 24 66 15.5 15.8 J.6-20.5 24 60 15.5 15.7 J-20 24 48 15.7 15.8 J.5-22.8 18 36 14.7 14.7 J.5-21.8 18 36 14.6 14.6 J.5-21.2 18 36 14.6 14.7 J.5-20.1 18 36 14.6 14.8 09-13-96 J.6-23 24 60 15.7 15.7 H.2-23 24 60 14.9 14.9 09-18-96 I-8 24 52 15.1 15.2 H-8 24 52 15.0 15.0 G-8 24 52 15.0 15.1 F-8 24 52 15.1 15.2 E-8 24 52 15.0 15.0 2.424 STUTZ DP.. · SUITE 400 · DALLAS, TX 75235 · TEL [2J~r] 350 5600 · FAX [2J4] 350 00J~) 09-18-96 I-7 24 52 15.0 15.1 H-7 24 52 15.0 15.0 G-7 24 52 15.0 15.1 F-7 24 52 15.0 15.1 Distribution: (1) Insignia Commercial Group, Inc./ Mr. Brian Grant (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merritt (1) Bob Moore Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/ Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis (1) Ennis Steel/Mr. Rob Jones Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFR/msm GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION Parkwest Center - Building I Airline Drive Coppell, Texas Insignia Commercial Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 ATTN: Mr. Brian Grant REPORT NO. 16 REPORT DATE: 09-30-96 REG PROJECT NO. 2753.2 SAMPLE DATE: 09-17-96 TECHNICIAN: J. Gray Bob Moore Construction Inc. Grade beam on Line A.4, 20 - 23. Line 20, A.4 to B. These deviations were corrected __ not corrected × No deviations were observed. All reinforcing steel appeared to be placed in accordance with contract documents & CRSI. Distribution: (1) Insignia Commercial Group, Inc./ Mr. Brian Grant (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merritt (1) Bob Moore Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis (1) Ennis Steel/Mr. Rob Jones Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFPJcdl 2424 STUTZ DR. I SUITE 400 · DALLAS, TX 75235 - TEL [214] 350 5600 I FAX [214] 350 0019 GEOTECHNICAL AND ~ J~JJJ I--'1 JJ F=J ENVIRONHENTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION Parkwest Center - Building I Airline Drive Coppell, Texas Insignia Commercial Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 ATTN: Mr. Brian Grant REPORT NO. 26 REPORT DATE: 09-30-96 REG PROJECT NO. 2753.2 SAMPLE DATE: 08-15-96 TECHNICIAN: B. Lucas Bob Moore Construction Inc. Paving - 4' - 75'E of building and 28'N. of office area. None was noted. These deviations were __corrected __ not corrected X No deviations were observed. All reinforcing steel appeared to be placed in accordance with contract documents & CRSI. Distribution: (1) Insignia Commercial Group, Inc./ Mr. Brian Grant (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merritt (1) Bob Moore Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis (1) Ennis Steel/Mr. Rob Jones Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFPJcdl 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION Parkwest Center - Building I Airline Drive Coppell, Texas Insignia Commercial Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 ATTN: Mr. Brian Grant REPORT NO. 27 REPORT DATE: 09-30-96 REG PROJECT NO. 2753.2 SAMPLE DATE: 08-16-96 TECHNICIAN: B. Lucas Bob Moore Construction Inc. Paving - 4' - 75' E of building to 280'S of N.E. corner of office area. None was noted. These deviations were corrected __ not corrected X No deviations were observed. All reinforcing steel appeared to be placed in accordance with contract documents & CRSI. Distribution: (1) Insignia Commercial Group, Inc./ Mr. Brian Grant (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merritt (1) Bob Moore Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis (1) Ennis Steel/Mr. Rob Jones Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFR/cdl 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND J~ JJ~lJ I'-'1 U ~ ENVIRONMENTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION Parkwest Center - Building I Airline Drive Coppell, Texas Insignia Commercial Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 A'I-I'N: Mr. Brian Grant REPORT NO. 31 REPORT DATE: 09-30-96 REG PROJECT NO. 2753.2 SAMPLE DATE: 09-11-96 TECHNICIAN: H. Johnson Bob Moore Construction Inc. Slab on grade A-J and 11-13. These deviations were corrected __ not corrected X No deviations were observed. All reinforcing steel appeared to be placed in accordance with contract documents & CRSI. Distribution: (1) Insignia Commercial Group, Inc./ Mr. Brian Grant (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merritt (1) Bob Moore Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis (1) Ennis Steel/Mr. Rob Jones Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFPJccll 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND G F;J r"'l U J=JJ ENVIRONI'IENTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION Parkwest Center - Building I Airline Drive Coppell, Texas Insignia Commercial Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 ATTN: Mr. Brian Grant REPORT NO. 32 REPORT DATE: 09-30-96 REG PROJECT NO. 2753.2 SAMPLE DATE: 09-11-96 TECHNICIAN: H. Johnson Bob Moore Construction Inc. Slab on grade A.5 - J and 10-12. These deviations were corrected __ not corrected X No deviations were observed. All reinforcing steel appeared to be placed in accordance with contract documents & CRSI. Distribution: (1) Insignia Commercial Group, Inc./ Mr. Brian Grant (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merritt (1) Bob Moore Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis (1) Ennis Steel/Mr. Rob Jones Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFR/cdl 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND ENVII~ONHENTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION Parkwest Center - Building I Airline Drive Coppell, Texas Insignia Commercial Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 ATTN: Mr. Brian Grant REPORT NO. 33 REPORT DATE: 09-30-96 REG PROJECT NO. 2753.2 SAMPLE DATE: 09-11-96 TECHNICIAN: H. Johnson Bob Moore Construction Inc. Slab on grade - A. 5 - J & 16 - 18. These deviations were corrected __ not corrected X No deviations were observed. All reinforcing steel appeared to be placed in accordance with contract documents & CRSI. Distribution: (1) Insignia Commercial Group, Inc./ Mr. Brian Grant (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merdtt (1) Bob Moore Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis (1) Ennis Steel/Mr. Rob Jones Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFPJcdl 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND J~ J~ !--I I I J:~ ENVIRONMENTAL CONSULTANTS REPORTED TO: REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION Parkwest Center - Building I Airline Drive Coppell, Texas Insignia Commercial Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 ATTN: Mr. Brian Grant REPORT NO. 28 REPORT DATE: 09-30-96 REG PROJECT NO. 2753.2 SAMPLE DATE: 08-20-96 TECHNICIAN: S. Boeshart CONTRACTOR: Bob Moore Construction Inc. Slab on grade B-J and 20-22 less leave out. Jobsite drawings and plans. These deviations were corrected __ not corrected ~X No deviations were observed. All reinforcing steel appeared to be placed in accordance with contract documents & CRSI. Distribution: (1) Insignia Commercial Group, Inc./ Mr. Brian Grant (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merritt (1) Bob Moore Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis (1) Ennis Steel/Mr. Rob Jones Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFPJcdl 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND I [~ ~ r'"l U F=a ENVIRONMENTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION Parkwest Center - Building I Airline Drive Coppell, Texas Insignia Commercial Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 A'I-i'N: Mr. Brian Grant REPORT NO. 29 REPORT DATE: 09-30-96 REG PROJECT NO. 2753.2 SAMPLE DATE: 08-21-96 TECHNICIAN: S. Boeshart Bob Moore Construction Inc. Slab on grade B-J and 18 - 20. These deviations were corrected __ not corrected X No deviations were observed. All reinforcing steel appeared to be placed in accordance with contract documents & CRSI. Distribution: (1) Insignia Commercial Group, Inc./ Mr. Brian Grant (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merritt (1) Bob Moore Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis (1) Ennis Steel/Mr. Rob Jones Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFR/cdl 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND ~ ~ I"'1 I I ~ ENVIRONPIENTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION Parkwest Center - Building I Airline Drive Coppell, Texas Insignia Commercial Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 ATTN: Mr. Brian Grant REPORT NO. 30 REPORT DATE: 09-30-96 REG PROJECT NO. 2753.2 SAMPLE DATE: 08-24-96 TECHNICIAN: S. Boeshart Bob Moore Construction Inc. Slab on grade B-J and 16/18. Oobsite drawings. These deviations were corrected __ not corrected X No deviations were observed. All reinforcing steel appeared to be placed in accordance with contract documents & CRSI. Distribution: (1) Insignia Commercial Group, Inc./ Mr. Brian Grant (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merritt (1) Bob Moore Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis (1) Ennis Steel/Mr. Rob Jones Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFPJcdl 2424 STUTZ DR. · SUITE400 ·DALLAS, TX75235 · TEL[214] 350 5600 · F^X [214] 350 0019 GEOTECHNICAL AND ENVII~ONPIENTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION Parkwest Center - Building I Airline Drive Coppell, Texas Insignia Commercial Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 ATTN: Mr. Brian Grant REPORT NO. 34 REPORT DATE: 09-30-96 REG PROJECT NO. 2753.2 SAMPLE DATE: 09-14-96 TECHNICIAN: H. Johnson Bob Moore Construction Inc. Slab on grade B-J, 14-16 and grade beam at 23.8. These deviations were corrected __ not corrected ~X No deviations were observed. All reinforcing steel appeared to be placed in accordance with contract documents & CRSI. Distribution: (1) Insignia Commercial Group, Inc./ Mr. Brian Grant (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merritt (1) Bob Moore Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis (1) Ennis Steel/Mr. Rob Jones Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFR/cdl 2~,24 STUTZ DE. · SUITE 4.00 · DALLAS, TX 75235 · TEL [214.] 350 5600 · FAX [214.] 350 0019 GEOTECHNICAL AND [~ J~ I"'1 I I F~ ENVIRONHENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Parkwest Center - Building I Airline Drive Coppell, Texas REPORTED TO: Insignia Commerical Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 ATTN: Mr. Brian E. Grant REPORT NO. 35 REPORT DATE: 09-30-96 REG PROJECT NO. 2753.2 TECHNICIAN: B. Ray CONTRACTOR: Bob Moore Construction, Inc. I D-698 Dark gray clay 20.8 92.3 2 D-698 Yellowish-brown clayey sand 14.7 111.4 3 D-698 Reddish-brown clayey sand 14.1 114.2 4 D-698 Light brown clayey sand 13.1 113.7 5 D-698 Dark gray & brown clay 26.4 94.4 203 09-30-96 Line 8-2/ 3.5 91.0 30.4 5 96.4 STA 1+55 204 Line W-l/ 2.0 89.4 30.1 5 94.7 STA 22+00 205 Line W-l/ 3.0 91.6 28.4 5 97.0 STA 18+50 Comments: Where tested, materials were in compliance with project specifications. Distribution: (1) Insignia Commerical Group, Inc./ Mr. Brian E. Grant (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merritt (1) Bob Moore Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/ Mr. Lee Stone ~ City of Coppell/Mr. Larry Davis (1) Ennis Steel/Mr. Rob Jones Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFPJmsm 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND ~ ~=~ r'"l U F=~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Parkwest Center - Building I Airline Drive Coppell, Texas REPORTED TO: Insignia Commerical Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 ATTN: Mr. Brian E. Grant REPORT NO. 25 REPORT DATE: 09-30-96 REG PROJECT NO. 2753.2 TECHNICIAN: B. Lucas M. Lawson R. Thompson CONTRACTOR: Bob Moore Construction, Inc. 1 D-698 Dark gray clay 20.8 92.3 2 D-698 Yellowish-brown clayey sand 14.7 111.4 3 D-698 Reddish-brown clayey sand 14.1 114.2 4 D-698 Light brown clayey sand 13.1 113.7 5 D-698 Dark gray & brown clay 26.4 94.4 138 08-15-96 460'N,100'E(1) 0.7 111.4 13.8 4 98.0 139 460'N,210'E(1) 0.7 109.0 16.1 4 95.9 140 460'N300'E(1) 0.7 113.1 15.9 4 99.5 141 510'N,335'E(1) 0.7 111.9 14.5 4 98.4 142 525'N,200'E(1) 0.7 109.9 15.9 4 96.7 143 530'N,120'E(1) 0.7 112.7 13.7 4 99.1 144 08-16-96 350'N,380'E(1) 0.0 114.3 12.3 4 100.5 145 400'N,380'E(1) 0.0 112.9 13.8 4 99.3 146 450'N,380'E(1) 0.0 113.5 14.8 4 99.8 147 500'N,380'E(1) 0.0 112.8 14.4 4 99.2 148 350'N,270'E(1) 0.0 112.3 14.4 4 98.8 149 400'N,270'E(1) 0.0 112.4 16.2 4 98.9 150 450'N,270'E(1) 0.0 112.8 13.8 4 99.2 151 §00'N,270'E(1) 0.0 111.7 13.2 4 98.2 152 Line ST-2/ 0.8 94.4 26.5 5 100.0 STA 0+75 153 Line ST-2/ 0.0 93.7 28.3 5 99.3 STA 1+00 154 Line ST-2/ 0.5 93.8 27.7 5 99 STA 2+00 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 155 08-19-96 350'S,180'E(2) 0.0 111.2 14.8 4 97.8 156 420'S,200'E(2) 0.0 109.8 14.3 4 96.6 157 360'S, 80'E(2) 0.0 110.5 14.3 4 97.2 158 400'$, 50'E(2) 0.0 110.2 14.9 4 96.9 159 450'S, 50'E(2) 0.0 109.6 14.9 4 96.4 160 460'S,180'E(2) 0.0 108.9 14.9 4 95.8 161 08-20-96 390'S,190'W(3) 1.5 80.4 35.6 1 93.6 162 40'S, 70'W(3) 1.5 86.2 33.0 1 93.4 163 120'S, 60'W(3) 1.5 85.0 34.0 1 92.1 164 210'S, 50'W(3) 1.5 88.0 32.8 I 95.3 165 300'S, 20'W(3) 1.5 85.9 35.2 I 93.1 166 30'S,200'W(3) 1.5 84.9 33.4 I 92.0 167 100'S,210'W(3) 1.5 85.9 32.8 1 93.1 168 180'S,200'W(3) 1.5 86.2 33.6 1 93.4 169 250'$, 190'W(3) 1.5 86.8 34.5 1 94.0 170 330'S,200'W(3) 1.5 84.9 35.1 1 92.0 171 360'S, 30'E(3) 1.5 87.4 33.0 1 94.7 172 390'S, 45'S(3) 1.5 84.9 32.6 I 92.0 173 08-22-96 200'S, 45'E(2) 1.0 113.0 15.9 4 99.4 174 250'S, 75'E(2) 1.0 110.0 14.1 4 96.7 175 30'S, 25'E(2) 1.0 113.7 15.7 4 100.0 176 60'S, 110'E(2) 1.0 115.0 13.5 4 101.1 177 160'S,115'E(2) 1.0 113.2 14.8 4 99.6 178 Line SS-2/ 2.0 87.7 29.8 1 95.0 STA 5+20 179 Line SS-2/ 2.0 88.3 29.2 I 95.1 STA 3+50 180 Line S$-2/ 2.0 87.5 29.1 1 94.8 STA 2+40 181 Line $S-2/ 2.0 88.5 29.4 1 95.9 STA 7+50 182 08-23-96 30'S,220'W(3) 0.7 110.8 14.3 4 97.5 183 150'S,175'W(3) 0.7 108.2 14.6 4 95.2 184 210'S,170'W(3) 0.7 112.3 14.2 4 98.8 185 Line SS-2/ 0.5 92.6 28.8 5 98.1 STA 8+60 186 Line SS-2/ 1.0 92.2 26.4 5 97.7 STA 9+35 187 08-24-96 50'S, 50'W(3) 1.0 108.7 16.4 4 95.2 188 85'S, 25'W(3) 1.0 110.5 14.5 4 96.8 189 180'S, 35'W(3) 1.0 112.5 16.0 4 98.5 190 09-07-96 130'S, 30'W(3) 0.0 112.3 17.0 3 98.3 191 150'S,100'W(3) 0.0 113.0 15.9 3 98.9 192 100'S,250'E(3) 0.0 113.6 14.1 3 99.4 193 50'S,250'W(3) 0.0 112.3 15.1 3 98.3 194 25'S,300'W(3) 0.0 114.7 13.3 3 100.4 195 100'S,150'W(3) 0.0 114.6 15.0 3 100.3 196 09-07-96 50'S,150'W(3) 0.0 113.7 13.4 3 99.5 197 25'S,125'W(3) 0.0 112.9 14.1 3 98.8 198 25'S, 25'W(3) 0.0 113.1 15.4 3 99.0 199 09-23-96 I'N, 50'W(4,5) 1.0 91.2 26.7 5 96.6 200 20'N, 2'W(4,5) 1.0 92.0 28.9 5 97.5 201 30'N,100'E(4,6) 1.0 88.0 37.5 1 95.3 202 30'N,100'E(4,6) 0.0 90.8 34.3 1 98.4 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.W. building corner. (2) Measurements referenced from N.W. building corner. (3) Measurements referenced from N.E. building corner. (4) Measurements referenced from S.E. building corner. (5) Test taken on grade beam backfill. (6) Test taken on 8" fire line backfill Distribution: (1) (1) (1) (1) (1) Insignia Commerical Group, Inc./ Mr. Brian E. Grant Hardy McCullah/MLM Architects/ Mr. Norman Coates TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merdtt Bob Moore Construction, Inc./ Mr. Ed T. McGuire City of CoppelI-Building Inspections/ Mr. Lee Stone City of Coppell/Mr. Larry Davis Ennis Steel/Mr. Rob Jones Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFPJmsm REPORT OF PIER OBSERVATION Parkwest Center - Building I Airline Drive Coppell, Texas REPORTED TO: CONTRACTOR: Insignia Commercial Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 A'I-rN: Mr. Brian Grant Bob Moore Construction Inc. REPORT NO. 36 REG PROJECT NO. 2753.2 REPORT DATE: 09-30-96 TECHNICIAN: S. Boeshart 08-19-96 08-20-96 B-22 24 48 12.2 12.4 C-22 24 48 12.3 12.6 B-21 24 48 12.2 12.5 C-21 24 52 12.3 12.6 D-21 24 52 13.0 13.1 E-21 24 52 13.0 13.3 F-21 24 52 13.3 13.6 G-21 24 52 13.2 13.7 H-21 24 52 13.3 13.7 1-21 24 52 13.4 13.8 J-21 24 48 13.5 13.6 1-22 24 48 13.0 13.4 J -22 24 48 * * 1-20 24 52 13.2 13.3 H-20 24 52 13.3 13.5 G-20 24 52 13.3 13.6 F-20 24 52 13.5 13.6 E-20 24 52 13.1 13.4 D-20 24 52 13.0 13.6 C-20 24 52 13.2 13.8 F-19 24 52 13.0 13.4 G-19 24 52 13.0 13.4 H-19 24 52 13.3 13.6 1-19 24 52 13.5 13.8 1-18 24 52 13.1 13.5 H-18 24 52 13.4 13.5 G-18 24 52 13.2 13.4 F-18 24 52 13.0 13.2 E-18 24 52 13.0 13.0 E-17 24 52 14.1 14.5 H-17 24 52 14.0 14.1 G-17 24 52 14.3 14.7 G-17 24 52 14.2 14.4 1-17 24 52 14.5 15.0 08-20-96 1-16 24 52 15.0 15.3 H-16 24 52 14.7 15.1 G-16 24 52 14.3 14.7 F-16 24 52 15.3 15.5 E-16 24 52 14.5 14.8 D-16 24 52 14.4 14.5 D-15 24 52 14.4 14.9 E-15 24 52 14.1 14.1 F-15 24 52 14.0 14.2 G-15 24 52 14.2 14.5 H-15 24 52 14.3 14.9 1-15 24 52 14.0 14.1 C-19 24 52 13.2 - 13.7 D-19 24 52 13.4 13.8 E-19 24 52 13.1 13.6 C-18 24 52 13.0 13.1 D-18 24 52 13.0 13.0 08-21-96 D-17 24 52 13.6 14.0 C-17 24 52 13.6 13.8 C-16 24 52 13.4 13.8 C-15 24 52 13.5 13.7 C-14 24 52 13.3 13.5 D-14 24 52 13.4 13.6 E-14 24 52 13.1 13.4 F-14 24 52 13.2 13.4 G-14 24 52 14.1 14.4 G-13 24 52 13.9 14.2 F-13 24 52 14.7 14.9 E-13 24 52 14.7 15.0 D-13 24 52 14.8 14.9 C-13 24 52 14.4 14.4 C-12 24 52 14.5 14.8 D-12 24 52 15.0 15.4 E-12 ' 24 52 14.5 14.6 F-12 24 52 14.0 14.2 G-12 24 52 14.1 14.2 G-11 24 52 14.0 14.2 F-11 24 52 14.1 14.3 E-11 24 52 13.9 14.1 D-11 24 52 14.3 14.5 C-11 24 52 14.0 14.0 H-11 24 52 14.2 14.2 I-11 24 52 14.4 14.7 H-12 24 52 14.3 14.5 H-13 24 52 13.8 14.1 H-14 24 52 14.0 14.3 08-22-96 1-14 24 52 14.9 15.0 GEOTI:CHNICAL AND ~ J~ I'-"1 I I ~ ENVII~,ONHENTAL CONSULTANTS 08-22-96 1-13 24 .... ~2 15.3 15.4 1-12 24 52 14.0 14.1 1-10 24 52 14.2 14.6 H-10 24 52 15.0 15.0 G-10 24 52 14.2 14.9 F-10 24 52 14.1 14.3 E-10 24 52 14.5 15.0 D-10 24 52 13.9 14.1 C-10 24 52 14.8 15.1 C-9 24 52 15.0 15.3 D-9 24 52 14.0 14.1 E-9 24 52 14.8 15.0 F-9 · 24 52 14.2 14.4 G-9 24 52 14.0 14.2 H-9 24 52 14.3 14.4 I-9 24 52 14.6 14.8 A.4-20.4 24 60 15.9 16.2 A.4-21 24 66 16.3 16.6 08-23-96 B.4-23 24 60 15.3 15.5 B.1-23 24 60 15.2 15.3 A.4-23 24 60 14.6 14.6 A.4-21.9 24 60 15.4 15.6 B-19.9 24 48 15.3 15.3 B.7-23 24 60 13.7 13.8 C.1-23 24 60 14.8 15.0 C.5-23 24 60 14.3 14.8 D-8 24 52 15.0 15.1 C-8 24 52 15.1 15.1 C-7 24 52 15.0 15.4 D-7 24 52 15.0 15.5 E-7 24 52 16.7 16.7 C-6 24 52 15.0 15.2 D-6 24 52 14.9 15.0 E-6 24 52 15, 0 15.1 F-6 24 52 15.0 15.0 G-6 24 52 15.0 15.1 H-6 24 52 15.0 15.2 I-6 24 52 15.1 15.2 I-5 24 52 15.0 15.1 H-5 24 52 14.8 15.0 G-5 24 52 15.1 15.3 F-5 24 52 15.0 15.2 E-5 24 52 15.0 15.2 D-5 24 52 15.0 15.3 C-5 24 52 15.2 15.5 C-4 24 52 15.0 15.0 D-4 24 52 15.2 15.3 .)424 STUTZ DR,. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 3.50 5600 · FAX [')14] 350 0019 I 09-24-96 09-25-96 El4 24 62' 16.0 16.3 F-4 24 52 15.0 15.2 G-4 24 52 15.3 15.8 H-4 24 52 15.5 16.0 I-4 24 52 15.5 15.9 I-3 24 52 15.8 15.8 H-3 24 52 15.3 15.3 G-3 24 52 15.1 15.2 F-3 24 52 15.0 15.1 E-3 24 52 15.4 15.5 D-3 24 52 15.3 15.5 C-3 24 52 16.0 16.3 B-3 24 48 "18.0 18.1 B-2 24 52 15.3 15.5 C-2 24 52 15.2 15.5 D-2 24 52 15.2 15.2 E-2 24 52 15.7 15.8 F-2 24 52 16.0 16.2 G -2 24 52 16.0 16,2 H-2 24 52 16,0 16.1 I-2 24 52 16.6 16.8 H.1-22 24 60 12.1 12.1 G.8-22 24 60 12.4 12,4 G.4-22 24 66 13.0 13,3 G-22 24 66 12.9 12.9 F.7-22 24 66 12.7 12.9 F.3-22 24 66 12.4 12.5 E.8-22 24 66 12.5 12.6 E.4-22 24 66 12.4 12.6 E-22 24 66 12.4 12.5 D.6-22 24 66 12.3 12.3 D.2-22 24 60 12.4 12.4 J-22 24 48 13.0 13.0 J-19.9 ''24 54- '14.0 14.3 B-18.8 24 56 13.4 13.7 B-18.4 24 56 13.4 13.5 B-18.1 24 66 13.5 13.8 B-17.7 24 56 13.3 13.5 B-17.3 24 56 13.2 13.4 B-16.9 24 66 13.5 13.6 B-16.6 24 56 13.1 13.5 B-19.2 24 56 13.8 13.9 B-19.6 24 56 13.6 13.8 B-16.2 24 56 12.8 12.9 B-15.8 24 56 13.2 13.4 B-15.4 24 56 13.0 13.2 B-15.1 24 66 12.1 12.1 09-25-96 B-14.7 24 5'~= 13.1 13.5 B-14.3 24 56 13.2 13.2 B-13.9 24 66 12.7 12.7 B-13.6 24 56 13.1 13.2 09-26-96 B-13.2 24 56 13.8 13.8 B-12.8 24 56 13.5 13.5 B-12.4 24 56 13.9 14.0 B-12.1 24 66 13.4 13.6 B-11.7 24 56 13.3 13.8 J-13.6 24 56 13.6 13.7 J-13.2 24 56 13.2 13.6 J-12.8 24 56 14.2 14.6 J-12,4 24 56 13.0 13.0 J-12.1 24 66 13.7 13.7 J-11.8 24 56 15.0 15.2 J-11.3 24 56 13.7 13.8 J-10.9 24 66 13.2 13.4 J-10.6 24 56 13.0 13.4 09-27-96 J-10.2 24 56 13.7 13.7 J-9.1 24 66 13.6 14.0 J-8.7 24 56 13.5 13.6 J-8.3 24 56 13.5 13.6 J-7.9 24 66 13.5 13.6 J-7.6 24 56 13.4 13.4 J-7.2 24 56 13.5 13.6 J-6.8 24 56 13.3 13.5 J-6.4 24 56 13.5 13.6 J-6.1 24 66 13.3 13.4 J-5.7 24 56 13.7 13.7 J-5.3 24 56 13.3 13.6 J-4.9 24 66 14.0 14.0 J-4.6 24 56 14.0 14.2 J-4.2 24 56 13.3 13.3 J-3~8 24 56 13,0 13.3 J-3.4 24 56 13.2 13.4 J-19.6 24 56 13.6 13.6 J-19.2 24 56 13.7 13.9 J-18.8 24 56 13.5 13.8 J-18.4 24 56 13.7 13.8 J-18.1 24 66 13.5 13.7 J-17.8 24 56 13.8 14.0 J-17.4 24 56 13.1 13.2 J-16.9 24 66 13.8 14.0 09-28-96 B-11.3 24 56 17.0 17.0 B-10.9 24 66 14.0 14.2 B-10.6 24 56 13.2 13.3 B-10.2 24 56 13.5 13.6 09-28-96 09-30-96 10-01-96 B-9.8 24 56 13.7 14.0 B-9.4 24 56 13.6 13.6 B-9.1 24 66 13.5 13.6 B-8.7 24 56 13.3 13.6 B-8.3 24 56 13.8 14.0 B-7.9 24 66 13.1 13.3 B-7.6 24 56 14.2 14.4 B-5.8 24 56 13.6 13.8 B-7.2 24 56 13.3 13.6 B-6.8 24 56 13.5 13.5 B-6.4 24 56 13.6 13.7 B-6.1 24 6.6 13.6 13.6 B-5.7 24 56 13.0 13.3 B-5.3 24 56 13.5 13.7 B-4.9 24 66 13.5 13.5 B-4.6 24 56 13.6 13.8 B-4.2 24 56 13.8 13.9 B-3.8 24 56 13.5 13.6 B-3.4 24 56 13.5 13.7 B-3.1 24 54 13.8 13.9 A.5-3.1 24 60 14.0 14.0 A-3.1 24 60 13.8 13.9 A-2.6 24 66 13.5 13.8 A-1.5 24 66 13.2 13.2 A-1 24 60 14.1 14.2 A.4-1 24 60 13.3 13.5 B-1 24 60 13.2 13.4 B.3-1 24 66 13.3 13.5 B.7-1 24 66 14.0 14.0 C-1 24 66 14.1 14.1 C.4-1 24 66 14.1 14.2 C.8-1 24 66 13.5 13.6 D.2-1 24 66 13.6 13.8 D.6-1 24 66 14.0 14.2 E-1 24 66 13.3 13.5 E.4-1 24 66 13.7 13.8 E.8-1 24 66 13.8 13.8 F.2-1 24 66 13.5 13.6 F.6-1 24 66 14.5 14.8 G-1 24 66 14.3 14.6 G.4-1 24 66 14.3 14.7 G.8-1 24 66 14.6 14.0 H.2-1 24 66 14.3 14.3 H.6-1 24 66 13.5 13.8 I-1 24 66 13.9 14.2 1.3-1 24 66 13.5 13.8 1.6-1 24 66 14.1 14.2 10-01-96 10-02-96 J-1 24 60 14.7 15.0 J.6-1 24 60 13.3 13.5 K-1 24 60 13.6 13.8 K-1.5 24 66 14.0 14.0 K-2.6 24 66 14.4 14.7 K-3.1 24 60 14.0 14.0 J.6-3.1 24 60 13.0 13.2 J-2 24 52 17.9 18.0 J-3 24 48 17.8 18.0 J-16.6 24 56 14.0 14.2 J-16.2 24 56 13.0 13.0 J-15.8 24 56 14.0 14.0 J-15.4 24 56 14.5 14.7 J-15.1 24 66 13.7 13.9 J-14.8 24 56 13.9 14.0 J-14.4 24 56 13.6 13.6 J-13.9 24 66 14.0 14.2 J-9.4 24 56 14.0 14.2 J-9.8 24 56 14.0 14.2 J-3.1 24 48 13.6 13.9 J.2-2.8 18 36 16.3 16.6 J.8-2.8 18 36 18.6 18.9 J.8-2.3 18 36 17.0 17.3 J.8-1.8 18 36 18.0 18.6 J.8-1.2 18 36 17.6 18.0 J.1-1.2 18 36 15.3 15.8 A.9-1.2 18 36 18.8 19.0 A.3-1.2 18 36 17.0 17.1 A.3-1.8 18 36 17.0 17.0 A.3-2.3 18 36 17.4 17.6 A.2-2.9 18 36 15.4 15.6 A.9-2.9 18 36 15.2 15.4 * Abandoned Distribution: gas line encountered during drilling. Pier was not completed. (1) Insignia Commercial Group, Inc./ Mr. Brian Grant (1) Hardy McCullahlMLM Architects/ Mr. Norman Coates (1) TenEyck*Merdtt*Barnett*Pitt/ Mr. Frank Merritt (1) Bob MoOre Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/ ~Cit. yLee Stone of Coppell/Mr. Larry Davis (1) Ennis Steel/Mr. Rob Jones Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFR/msm GEOTECHNICAL AND ~ F~J r-'l I I F~ ENVlRONI'IENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT ParkweSt Center - Building I Airline Drive Coppell, Texas REPORTED TO: Insignia Commercial Group, Inc. 7557 Rambler Road, Suite 1300 Dallas, Texas 75231-7167 ATTN: Mr. Brian Grant REPORT NO. 46 REG PROJECT NO. 2753.2 SAMPLE DATE: 09-30-96 TECHNICIAN: H. Johnson CONTRACTOR: Bob Moore Construction Inc. Location of Sample 1 Floor slab - B.5-C, 1-2 20/915 yds 2 3 4 5 6 7 8 9 10 11 12 Floor slab - C-D, 2-3 Floor slab - C-D 3-4 Floor slab - D-E 3-4 Floorslab- E-F 1-2 Floor slab - F-G 3-4 Floor slab - G-H 2-3 Floor slab - G-H 2-3 Floor slab - H-I 1-2 Floor slab - G-H 3-4 Floor slab - H-I 2-3 Floor slab - I-J, 2-3 90/915 yds 170/630 yds 260/915 yds 330/915 yds 410/915 yds 490/915 yds 570/915 yds 640/915 yds 710/915 yds 800/915 yds 880/915 yds Design Information I Pioneer 9349 4000 2 Pioneer 9349 4000 3 Pioneer 9349 4000 4 Pioneer 9349 4000 5 Pioneer 9349 4000 6 Pioneer 9349 4000 7 Pioneer 9349 4000 8 Pioneer 9349 4000 9 Pioneer 9349 4000 10 Pioneer 9349 4000 11 Pioneer 9349 4000 12 Pioneer 9349 4000 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 Test Results ::::i~:.:::¥..:~i!!i i!i::::~i~:':".:::~ii~i~!!i ~iiiiiii:~:.:~i~::~::::::~::~``.~::~`~:~:!~`~I!ii~i~i~i:~i~ii'. .:~:~:,::~ii::iiii!i:::!iiii::::~::~'.':'.:~ ............. :~? ~i~ii':':'.'::~ .......... ....::?:I/!i~! i::~iiii?:~iii~ii~..:i~:~::~ :::~:~!!~::~ii::i::::i:: 1 ' 7153 ' 10-07-96 7 110200 3900 7153 10-21-96 28 137900 4880 7153 10-21-96 28 133500 4720 4800 7154 10-07-96 7 110000 3890 7154 10-21-96 28 147700 5230 7154 10-21-96 28 132500 4690 496O 7155 10-07-96 7 109700 7155 10-21-96 28 140900 7155 10-21-96 28 139800 7156 10-07-96 7 107700 7156 10-21-96 28 157200 7156 10-21-96 28 147000 3880 4990 4950 3810 5560 5200 4970 5380 7157 10-07-96 7 116100 7157 10-21-96 28 153600 7157 10-21-96 28 139400 4110 5440 4930 5190 7158 10-07-96 7 7158 10-21-96 28 7158 10-21-96 28 116300 4120 142600 5050 ~148300..-i~ 5250 5150 7159 10-07-96 7 7159 10-21-96 28 7159 10-21-96 28 108200 3830 149700 5300 153000 5420 5360 7160 10-07-96 7 7160 10-21-96 28 7160 10-21-96 28 100600 3560 140000 4950 138600 4910 4930 7161 10-07-96 7 7161 10-21-96 28 7161 10-21-96 28 102600 3630 142400 5040 144700 5120 5080 10 7162 10-07-96 7 7162 10-21-96 28 7162 10-21-96 28 114800 4060 144300 5110 143600 5080 5100 11 7163 10-07-96 7 7163 10-21-96 28 7163 10-21-96 28 118000 4180 147900 5230 162700 5760 5500 12 7164 10-07-96 7 7164 10-21-96 28 7164 10-21-96 28 108900 3850 148800 5270 141100 4990 5130 Cylinder Data :~::: * ****~:::::: ::::::::~:.~:~:: ;~;.';.*i:i:¥~F * ~ ......... :~:::: ~::* * '* ~** ** .......... *~:::~ ::~:*~. .........~:-~;.~:~ .~: ................ :~ :.~:::~; .... *~:::: '~:~ * .~' .:~:::::: 1 7153 4.50 68 : 74 N/A 05:30 AM 2 7154 5,00 67 73 N/A 06:05 AM. 3 7155 5,00 68 72 N/A 06:40 AM 4 7156 5.00 69 74 N/A 07:15 AM 5 7157 4.50 70 74 N/A 08:20 AM 6 7158 5.00 71 72 N/A 10:00 AM 7 7159 4.50 74 76 N/A 11:20 AM 8 7160 5.00 75 76 N/A 11:55 AM 9 7161 5.00 75 78 N/A 12:30 AM 10 7162 4.50 77 80 N/A 01:50 PM 11 7163 5.00 78 81 N/A 02:50 PM 12 7164 4.50 79 82 N/A 03:25 PM 483546 483552 483562 480877 483579 483587 483598 4836O7 483617 483628 483640 483650 Distribution: (1) Insignia Commercial Group, Inc./ Mr. Brian Grant (1) Hardy McCullah/MLM Architects/ Mr. Norman Coates (1) TenEyck*Merritt*Barnett*Pitt/ Mr. Frank Merdtt (1) Bob Moore Construction, Inc./ Mr. Ed T. McGuire (1) City of CoppelI-Building Inspections/ ~.~Lee Stone (l;~ity of Coppell/Mr. Larry Davis Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith E. Atkins KEA/cdl