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Amberpoint BP 2-LR021023FIELD DENSITY TESTING ~ " "r"'~' Report Number: 94021380.0014 8901 Carpenter F p nrry., Suite #100 Service Date: October 14, 2002 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Report Date: October 23, 2002 Attn: James Gaspard Project: Staples 5001 Spring Valley Rd Ste 600W 201 Northpoint Dallas TX 75244 Coppell, TX Project Number: 94021380 Material Information Lab Test Data Project Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Material Laboratory Content Weight Range Unit Weight No. Test Method Description and Classification (%) (pcf) (%) (°h compaction) 1.213800003 ASTM D 698 Dk & med brown clay 19.8 101.3 =/> +3 93 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (°h compaction ) Moisture Conditioned Building Pad, Area 6 189 Grid line H.6/6.5, see attached sketches 2nd 1 8 29.8 94.0 93 ~K 190 see attached sketches Grid line G.9/6.5 2nd 1 8 30.4 93.7 92 " 191 , Grid line G/6.5, see attached sketches 2nd 1 8 30.9 93.5 92 * ~ 192 see attached sketches Grid line F.2/6.5 2nd 1 8 30.0 94.2 93 193 , Grid line E.3/6.5, see attached sketches 2nd 1 8 30.6 93.3 92 *~ 194 Grid line D.5/6.5, see attached sketches 2nd 1 8 31.2 93.3 92 *'~ 195 Grid line C.7/6.5, see attached sketches 2nd 1 8 29.8 94.6 93 196 Grid line D.9/6.5, see attached sketches 2nd 1 8 29.4 94.0 93 197 Grid line B/6.5, see attached sketches 2nd 1 8 26.3 96.3 95 198 Grid line A.3/6.5, see attached sketches 2nd 1 8 27.5 95.9 95 Moisture Conditioned Building Pad, Area 5 199 Grid line H.6/5.5, see attached sketches 2nd 1 8 27.2 96.0 95 200 Grid line G.9/5.5, see attached sketches 2nd 1 8 29.4 94.1 93 201 Grid line G.1l5.5, see attached sketches 2nd 1 8 29.1 95.3 94 202 Grid line F.5/5.5, see attached sketches 2nd 1 8 28.6 95.2 94 203 Grid line E.9/5.5, see attached sketches 2nd 1 8 28.3 94.5 93 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 Of 2 msHSmm-re~a n.r FIELD DENSITY TESTING ~ ~ ~ef1rM~, LiTdC:i1Y1;•EE 12INCi Client:Transwestern Commercial Services project Number:94021380 • Report Number: 94021380.0014 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (°h compaction) 204 Grid line E/5.5, see attached sketches 2nd 1 8 30.9 93.8 93 205 Grid line D.4/5.5, see attached sketches 2nd 1 8 26.0 97.5 96 206 see attached sketches Grid line C.7/5.5 2nd 1 8 29.9 93.9 93 207 , Grid line C/5.5, see attached sketches 2nd 1 8 31.4 93.3 92 * `~ 208 Grid line B/5.5, see attached sketches 2nd 1 8 28.1 94.2 93 Moisture Conditioned Building Pad, Area 7 209 Grid line H.6/7.5, see attached sketches 210 Grid line G.9/7.5, see attached sketches 211 Grid line Gl7.5, s ee attached sketches 212 Grid line F.3/7.5, see attached sketches 213 Grid line E.4/7.5, see attached sketches 214 Grid line D.3/7.5, see attached sketches 215 Grid line C.5/7.5, see attached sketches 216 Grid line 8.8/7.5, see attached sketches 217 Grid line B/7.5, see attached sketches 218 Grid line A.3/7.5, see attached sketches 2nd 1 8 29.3 94.7 93 2nd 1 8 29.1 94.2 93 2nd 1 8 30.6 93.3 92 *"C 2nd 1 8 30.2 93.6 92 `'~ 2nd 1 8 31.4 93.3 92 *•'~-' 2nd 1 8 28.5 94.4 93 2nd 1 8 27.8 96.0 95 2nd 1 8 28.6 95.3 94 2nd 1 8 29.0 94.7 93 2nd 1 8 29.3 95.1 94 Comments: An asterisk (*) appears next to test results which do NOT meet the project specifications. NOTE: For Test Nos. 189 through 198, the 2nd Lift, Area 6 was from the top of the 1st Lift, 516.17 feet above sea level and tested at 516.97 feet above sea level. For Test Nos. 199 through 208, the 2nd Lift, Area 5 was from the top of the 1st Lift, 516.12 feet above sea level and tested at 516.92 feet above sea level. For Test Nos. 209 through 218, the 2nd Lift, Area 7 was from the top of the 1st Lift and tested at 516.97 feet above sea level. Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method ASTM D2922, ASTM D3017 Gauge ID: Technician: Bryan C. Hughes Report Distribution: HBC Engi ring (t) Transweslern Commercial Services (1) Gity of Coppell -Bldg Insp (1) Hill & Wilkinson, Lld. (1) City of Coppell - Constr Insp Reviewed by: (1) O'Brien & Associates (1) HBC Engineering Eugene Harbour (1) TechniStNCtures (1) Slate Farm Insurance Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 2 o,-s~~,o,su,.,K.y ~ ~ o h m ° ~. w "~ o J ^ ~. O ya * o 7 e M _, J( 1 _~ r 6 .! N .1 z. ~c ~a d a NO RTHPOINT DRIVE TRiJCK CDURT _ ~7 I.L W O _ ~ _ ~ 1 ~ J U ~~ Q ~_ I -a - n - -, -i ~ 7 r i- I - -~- m ,-~ a ~ ~ ~ ' I v I v1 I ,~ ~ ,I ~ ~m ~ ~.! .Y ~./- ~.~_- -5~- ~- 1- ~ t- ~-~ ~ - a~- 111 o ~ ,~ \~ ~ ~ ~ ~ I~ ~- ~ ~ ~ ~ -- r~ > ~ I ~ ~ ~ ' ~ I -- i --- - -+ --- r --- ~ - cQ ~ -~-- ~ i ----- , ---_ ~_ __--I - ----- i ~ i ~~ __ _ _ _ _ 0 Tra1cK courrr ~ ~ rRUCIC couRr Q O cn O a • ~ NORTH POINT DRJVE 0 ~ W N A $ W a n R ~ ~ ~ % A o J V~Z UI\ ~ _ ~ 1.L W ~ U Q ' - ~ ~ __ _ I -I - J 1 L -~ I_ I _~ ~.- n 0 ~ ~ ,~ I ~ N I N ~ ~ n ~ 4 'd tA -yf--_.-ai_~ N , ~i__~nT. ~1n~ Tom,~~- „ - -~- Q K1 ~ g ~ ~~ ~ ~ i~ r ~ ~~ ~ ~ ~ ~ n ~ °Y, ~ ~ @~ ~ i ~ i i i i w ~ I ~ `~ I ~~` I ~ - ~ -- ~ -~ {- - ---~ - r- i -- - ~--- -~ --~ --- - r - ~ - ~ - --- m a ~ 1, I ~ _ I ~~I ~ ~ O ` 0 $ ~ hm d W ~ C p V h o .~' 0 .o NORTH POINT DRIVE 7R11CS4 GWRT w n v ~ 1 T r ~ i~ ' ' ~ 1 a i` ~ it ~ r ~ t~ ~ , , i c~ 3 ,r , , ~j ~ ~ L ~. ( ~ ~o~ ,~ .~ w ~ ©~ i ~ ~ @~ ~ ~0 ~ C'6 f ~ ,~~~ ~~ r' ~`' i i k ~~ ~ ~ ~ i ~ v- ~ i ~, K I I I I 1 -- --- ~ i ~ - --- -- --- ~ x ~ _ - ,~--_ ~ ~ ~~ j ~; 1 ~r _ _ _. -- _ __ __ _ ~. __ __ .. _ ~ ~ ~~ ~+` FIELD DENSITY TESTING "'k`~' Report Number: 94021380.0016 L;xcix;ieturrG 8901 Carpenter Frwy., Suite #100 Service Date: October 15, 2002 Dallas, Texas7sza7 (214) 630-1010 Client: Transwestern Commercial Services Report Date: October 23, 2002 Attn: James Gaspard Project: Staples 5001 Spring Valley Rd Ste 600W 201 Northpoint Dallas TX 75244 Coppell, TX Project Number: 94021380 Material Information Lab Test Data Proiect Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Material Laboratory Content Weight Range Unit Weight , No. Test Method Description and Classification (%) (pcf) (%) (°~ compaction) 1.213800003 ASTM D 698 Dk & med brown clay 19.8 101.3 =/> +3 93 2. 213800019 ASTM D 698 Dk brown silty clay w/sand 14.7 110.8 =/> +3 , 93 Field Test Dafa Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (°,6 compaction) Moisture Conditioned Building Pad, Area 1 219 Grid line A.5/1.5, see attached sketches 4th 1 8 26.2 94.7 93 220 Grid line B.3/1.5, see attached sketches 4th 1 8 27.1 95.8 95 221 Grid line B.9/1.5, see attached sketches 4th 1 8 27.8 95.2 94 222 Grid line C.4/1.5, see attached sketches 4th 1 8 28.3 94.1 93 223 Grid line 0.2/1.5, see attached sketches 4th 1 8 27.4 95.9 95 224 Grid line 0.811.5, see attached sketches 4th 1 8 29.7 94.3 93 225 Grid line E.4/1.5, see attached sketches 4th 1 8 30.1 93.2 92 * ~~ 226 Grid line F.2/1.5, see attached sketches 4th 1 8 28.4 93.7 92 *~ 227 Grid line G.3/1.5, see attached sketches 4th 1 8 28.2 95.9 95 228 Grid line H.5/1.5, see attached sketches 4th 1 8 28.0 94.6 93 229 Grid line H.5/1.5, see attached sketches 5th 1 8 26.8 96.7 95 230 Grid line G.6/1.5, see attached sketches 5th 1 8 27.2 95.0 94 231 Grid line F.9/1.5, see attached sketches 5th 1 8 28.7 94.2 93 232 Grid line E.9/1.5, see attached sketches 5th 1 8 28.3 94.9 94 233 Grid line E/1.5, see attached sketches 5th 1 8 26.4 97.1 96 234 Grid line 0.5/1.5, see attached sketches 5th 1 8 29.5 93.8 93 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT lest methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 3 0,_~~,Fw„H,~ FIELD DENSITY TESTING Client:Transwestern Commercial Services .. Jivirinn of lrerr~ Y;NGINEY.RtN6 Project Number:94021380 Report Number: 94021380.0016 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (%compaction) 235 Grid line C.4/1.5, see attached sketches 5th 1 8 29.7 93.3 92 * °~ 236 Grid line 8.8/1.5, see attached sketches 5th 1 8 30.4 93.2 92 *t~A- 237 Grid line A.8/1.5, see attached sketches 5th 1 8 28.2 94.0 93 238 Grid line A.2/1.5, see attached sketches 5th 1 g 27.5 95.6 94 Moisture Conditioned Building Pad, Area 2 239 Grid line H.5/2.5, see attached sketches 3rd 2 8 27.1 102.0 92 ~~ 240 Grid line G.7/2.5, see attached sketches 3rd 2 8 20.6 105.7 95 241 Grid line F.9/2.5, see attached sketches 3rd 2 g 21.9 103.9 94 242 Grid line F.2/2.5, see attached sketches 3rd 2 8 23.4 104.4 94 243 Grid line E.6/2.5, see attached sketches 3rd 2 8 24.5 102.9 93 244 Grid line D.7/2.5, see attached sketches 3rd 2 8 21.7 103.6 94 245 Grid line 0/2.5, see attached sketches 3rd 2 8 22.9 102.7 93 246 Grid line C.3/2.5, see attached sketches 3rd 2 8 22.6 104.0 94 247 Grid line 6.6/2.5, see attached sketches 3rd 2 8 23.5 104.1 94 248 Grid line A.8/2.5, see attached sketches 3rd 2 g 21.8 105.6 95 249 Grid line H.5/2.5, see attached sketches 4th 2 8 20.6 103.6 94 250 Grid line G.8/2.5, see attached sketches 4th 2 8 19.9 103.4 93 251 Grid line F.8/2.5, see attached sketches 4th 2 8 21.4 104.7 94 252 Grid line E.9/2.5, see attached sketches 4th 2 8 21.8 105.1 95 253 Grid line 0.9/2.5, see attached sketches 4th 2 8 22.6 102.6 93 254 Grid line 0.1/2.5, see attached sketches 4th 2 8 20.4 104.8 95 255 Grid line C.3/2.5, see attached sketches 4th 2 8 19.9 106.3 96 256 Grid line B.6/2.5, see attached sketches 4th 2 8 20.1 104.4 94 257 Grid line A.9/2.5, see attached sketches 4th 2 8 20.7 104.0 94 258 Grid line A.1/2.5, see attached sketches 4th 2 8 21.5 103.9 94 Moisture Conditioned Building Pad, Area 3 259 Grid line H.5/3.5, see attached sketches 3rd 2 8 21.7 103.6 94 260 Grid line G.8/3.5, see attached sketches 3rd 2 8 19.4 104.1 94 261 Grid line F.9/3.5, see attached sketches 3rd 2 g 19.9 103.9 94 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repoR is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3 m-sKSam-rw,la xry FIELD DENSITY TESTING ' "~"~' L'NGI1YlElit]YCi Client:Transwestern Commercial Services Project Number:94021380 Report Number: 94021380.0016 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) °) (/° c (p f) (% compaction) 262 Grid line F.3/3.5, see attached sketches 3rd 2 8 20.8 102.9 93 263 Grid line E.5/3.5, see attached sketches 3rd 2 8 20.6 102.7 93 264 Grid line D.6/3.5, see attached sketches 3rd 2 8 21.4 103.8 94 265 Grid line C.7/3.5, see attached sketches 3rd 2 8 23.9 102.0 92 * i°`C 266 Grid line 8.9/3.5, see attached sketches 3rd 2 8 25.5 102.0 92 *''~ 267 Grid line B.2/3.5, see attached sketches 3rd 2 8 24.1 102.0 92 *~ 268 Grid line A.5/3.5, see attached sketches 3rd 2 8 20.6 103.0 93 Comments: An asterisk (*) appears next to test results which do NOT meet the project specifications. NOTE: For Test Nos. 219 through 228, the 4th Lift, Area 1 was from the top of the 3rd Lift and tested at 518.57 feet above sea level. For Test Nos. 229 through 238, the 5th Lift, Area 1 was from the top of the 4th Lift and tested at 519.37 feet above sea level. For Test Nos. 239 through 248, the 3rd Lift, Area 2 was from the top of the 2nd Lift and tested at 517.77 feet above sea level. For Test Nos. 249 through 258, the 4th Lift, Area 2 was from the top of the 3rd Lift and tested at 518.57 feet above sea level. For Test Nos. 259 through 268, the 3rd Lift, Area 3 was from the top of the 2nd Lift and tested at 517.77 feet above sea level. Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method ASTM D2922, ASTM D3017 Gauge ID: Technician: Bryan C. Hughes Report Distribution: (~) Transwestern Commercial Services (1) Hill & Wilkinson, Ltd. (1) O'Brien & Associates (1) TechniSiructures (1) City of Coppell -Bldg Insp (1) City of Coppell - Constr Insp (t) HBC Engineering (1) State Farm Insurance HBC Enginee n Reviewed by: Eugene Harbour Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT lest methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3 Oi-SNSAO]-FUlu~e Nay N 0 ,ry y NO RTHPOINT OR/VE m A $CS 3 t' a n ~~ R `o ~z F Y ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~k~vf ~ ~ ~ (~ ~ ~ ~ t~ ~ `t c'G O c~ c'l K a -~ S W `, U j ~ ; i ~ I ; i 'r_ ~ i i ~ 1 - I -I ~ T T I- I- -~ __ _' ~ 1 I , I I I -- - ~ ~ 7 I I i I I - - -~~ I I I I I ~ ~ J 1 ~i - - ~ --~ I I - ~~ i - - ---- -i ..---- --_- - __---- l ; i ~ ~ l Tra~cac courzr I I- I - - i I i I--- i- -- --~~ I I rnucac courlr 4 N _~~ 7~ 3 - ~ _ f - m - m 0 { G C NORTI~POfNT DRIVE N ~ S W a n ~ $ R r`_ ~ t p ~ z N a ~ V o ~~~ H ~ ~ ":' H ~1 ~ y ~ ~ j ~ P ~ ': t ~ ~ i H ~; m ~ ~ ~ m N~ h ~ ~ COtJ 1 7 S ~ 0 U ~ I I f _ ~ _~ _ _I 1 _ Q. _ ~ ~ ~ ~ ~ ~ - - - ~ ~ ~ ~ - i iy I i i - iII - --I - i i ~ TRiJGK GOURT r ~- i I, I 'I ~ i I ~~ 1 n ,n w r l ~ __ _~__ TRIJCIG GOURT a d O 4 0 0 m W A J an o -=rz~._ Fr N p {J 9 Q r r r -I- :S T _s r W R ~~ 0 NORTHPOINT ORIV£ a W h ~ c J a o -~-x--^-- R ~ ~a~ o~ Y 3 w Vl ~ _ ~ d ~ I y1 J NORTH POINT ORI VE iR1CK GOURT 1L 111 ~ U _~ Q ~ ~ ~- cv - ~ - ~ ~ ~N O ~ ~ ~ ~ ~ r ~~ ~. y ~ N I _ I ~ ~ 1~ -yA _ ~ -+J - ~ N -lr Q U ~ ~ ~ ~7 ~~- ~~ ~~ h ~ J ~~ ~ ~ ~ ~ i i i i ~ ~ ~ ~ ~ f ~° - ~ -' --1 r I_ I _ a ~ ~ 61 c~C ~ ~ -TRUCK courrr rraicx couRr O O O a ~ „ n m $ W Fl C~~ -Qt~--'~- R ~ na F 0 ~y 6 ~r r ~ _ r ~ ~_ d `'~ ~t M I ~d O n '~t in m 0 NORTHPOINT ORlVE ~~~ LABORATORY COMPACTION CHARACTERISTICS OF SOIL Report Number: 94021380.0019 Service Date: October 12, 2002 Client: Transwestern Commercial Services Attn: James Gaspard 5001 Spring Valley Rd Ste 600W Dallas TX 75244 Material Information Contractor: Hill & Wilkinson Source of Material: Mixture of Site Clay wlSand Proposed Use: General Fill in Building Area Laboratory Test Data Test Procedure: Test Method: Sample Preparation: Rammer Type: Maximum Dry Unit Weight, pcf Optimum Water Content, %: Projec(: Staples ~y .: ,N„i,m~:y lrerramn exCliveetctNC; 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 October 23, 2002 ~rthpoint Coppell, TX Project Number: 94021380 Sample Information Sampled By: Hughes, Bryan C. Sample Location: From Bldg Subrgade after mixing Clay w/Sand Sample Description: Dk brown silty clay wlsand Result Specifications ASTM D 698 Liquid Limit: 36 Method A Plastic Limit: 18 Moist Method Plasticity Index: 18 Mechanical % Passing #200: 110.8 % Passing #40: 14.7 USCS: Moisture Density Relations Zero Air Voids Curve for assumed specific gravity 2.65 .,z ,,, no U a 1® 1m G ~ Im 1~ 16 ml 9 Services- Moisture-Density Relations Technician: Bryan C. Hughes 1D 11 13 I] I4 15 16 11 le 19 31 11 22 Moi AU.. CO/%eM I%I _ Report Distribution: HBC (t) Transwestern Commercial Services (1) City of Coppell -Bldg Insp ~//~~/ (1) Hill 8 Wilkinson, Ltd. (~) City of Coppell - Constr Insp Reviewed by: ~/~ ~,f (1) O'Brien & Associates (1) HBC Engineering (1) TechniStructures (1) State Farm Insurance Eugene Harbour Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 Of 1 oo-sksmosrm~,. K.~ FIELD DENSITY TESTING ~ ~ ~~>~~~ ' Report Number: 94021380.0017 ' ~ ~ r•.NCtxli~tuxc Service Date: October 16 2002 ~ asot carpenterFnvy. , suite#1oo , Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services October 23, 2002 Attn: James Gaspard Pr ~ taples 5001 Spring Valley Rd Ste 600W oint Dallas TX 75244 Coppell, TX Project Number: 94021380 Material Information Y ~ ~ Lab Test Data Protect Requirements ,~~ / Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Material Laboratory, Content Weight Range Unit Weight No. Test Method Description and Classification (%) (pcfl (%) (°,6 compaction) 1.213800003 ASTM D 698 Dk & med brown clay 19.8 101.3 =/> +3 93 2. 213800019 ASTM D 698 Dk brown silty clay w/sand 14.7 110.8 =/> +3 93 3. 213800009 ASTM D 698 Lt brown silty clay 19.2 103.8 -1/+3 95 Field Tesf Data Probe Water Dry Unit Dry Unit Test Lift! Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (°h compaction) Moisture Conditioned Building Pad, Area 4 269 Grid line H.6/4.5, see attached sketches 4th 2 8 21.6 104.7 94 270 Grid line G.8l4.5, see attached sketches 4th 2 8 22.8 102.3 92 271 Grid line G.2/4.5, see attached sketches 4th 1 8 23.4 94.9 94 272 Grid line F.3/4.5, see attached sketches 4th 2 8 22.7 102.0 92 *~ 273 Grid line E.6/4.5, see attached sketches 4th 2 8 21.4 103.1 93 274 Grid line D.9/4.5, see attached sketches 4th 1 8 30.9 93.3 92 *B~ 275 Grid line D.2l4.5, see attached sketches 4th 2 8 21.4 103.4 93 276 Grid line C.6/4.5, see attached sketches 4th 2 8 20.2 103.1 93 277 Grid line 8.9/4.5, see attached sketches 4th 2 8 19.7 102.7 93 278 Grid line A.8/4.5, see attached sketches 4th 2 8 19.9 102.5 93 Moisture Conditioned Building Pad, Area 5 279 Grid line H.6/5.5, see attached sketches 4th 1 8 27.9 94.6 93 280 Grid line G.8/5.5, see attached sketches 4th 1 8 30.1 93.2 92 * rK h 281 Grid line G/5.5, see attached sketches 4th 1 8 30.6 93.3 ~ 92 * 9~S The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page t of 3 m-sxswvxFw~a kav ' "~"~' FIELD DENSITY TESTING LNCtrr~iurx; Client:Transwestern Commercial Services Project Number:9402 1380 Report Number:94021380.0017 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (°6 compaction) 282 Grid line F.4/5.5, see attached sketches 4th 2 ~ 8 19.7 103.7 94 283 Grid line E.4/5.5, see attached sketches 4th 2 8 20.1 103.1 93 284 Grid line D.3/5.5, see attached sketches 4th 2 8 20.6 104.0 94 285 Grid line C.5/5.5, see attached sketches 4th 2 8 20.5 103.5 93 286 Grid line B.8/5.5, see attached sketches 4th 2 8 21.2 102.9 93 287 Grid line B/5.5, see attached sketches 4th 2 8 19.8 103.6 94 288 Grid line A.4/5.5, see attached sketches 4th 1 8 25.0 100.1 99 8" Sanitary Sewer Backfill, E Side of Building 289 Sta. 0+50 , see attached sketches 290 Sta. 0+55 , see attached sketches 291 Sta. 0+60 , see attached sketches 292 Sta. 0+85 , see attached sketches 293 Sta. 0+90 , see attached sketches 294 Sta. 0+95 , see attached sketches 295 Sta. 0+50 , see attached sketches 296 Sta. 0+55 , see attached sketches 297 Sta. 0+60 , see attached sketches 298 Sta. 0+90 , see attached sketches 299 Sta. 0+95 , see attached sketches 300 Sta. 1+00 , see attached sketches 301 Sta. 1+05 , see attached sketches Datum : BEG =below existing grade 14' BEG 3 8 16.2 105.4 100+ 13' BEG 3 8 15.9 106.3 100+ 12' BEG 3 8 15.5 107.0 100+ 12' BEG 3 8 16.1 105.7 100+ 11' BEG 3 8 16.3 104.3 100 10' BEG 3 8 16.8 103.6 100 11' BEG 3 8 15.7 106.2 100+ 10' BEG 3 8 16.4 104.8 100+ 9' BEG 3 8 16.6 104.1 100 9' BEG 3 8 15.3 107.8 100+ 8' BEG 3 8 15.8 106.2 100+ 7' BEG 3 8 16.0 105.0 100+ 6' BEG 3 8 17.3 103.1 99 Comments: An asterisk (') appears next to test results which do NOT meet the project specifications. NOTE: For Test Nos. 269 through 278, the 4th Lift, Area 4 was from the top of the 3rd Lift and tested at 518.67 feet above sea level. For Test Nos. 279 through 288, the 4th Lift, Area 5 was from the top of the 3rd Lift and tested at 518.67 feet above sea level. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon, Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 3 o,_sH~„o,_F„~, ~,v FIELD DENSITY TESTING Client:Transwestern Commercial Services 1;NC;INF~iRrNG Project Number:94021380 Report Number: 94021380.0017 Comments (cont'd): Services - Pertorm in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method ASTM D2922, ASTM D3017 Gauge ID: Technician: Bryan C. Hughes Report Distribution: (1) Transwestern Commercial Services (1) Hill & Wilkinson, Ltd. (1) O'Brien 8 Associates (1) TechniSiructures (1) City of Coppell -Bldg Insp (~) City of Coppell - Constr Insp Reviewed by: (1) HBC Engineering (1) State Farm Insurance HBC Engineering Eugene Harbour Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 3 of 3 o,-sK~„o,-rw,e„,. C`° 0 n m S W A ~ ~ R ~Y n a o NORTHPOfNT ~R{VE J -~ z ~7 ~ ~ fv~.n~ Ci~l~i ul Q U ~ o I ~ ~ { d _ - J _I 1 L I_ 1 _~ I I f I 1 ~ _ _ ~ - - ~ I I I I I I 1 ~ I i i I i i _~ b I ~ I ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ , ~ nl c'6 I ^I ~ ~ 4 I I ~ ( 1 - - I--- -'' - ~ --- -- -- - ---- '- - _ - ~ ii ~ ~ l ----- - ~ Q - c~ _~ ~a ~n - ~ r - cA - m e a ~' ~; ~. 0 V NO RTH POINT DR/VE N m W Fl $ o Q x~_ C R ~ ~~ Ha 0 -~ mac couFZr ~ ~ _ ~7 ,L u1 ~ U Q ~ x _ I _I _ ~ 1 L I_ I _~ _ n a ~ ~ ~ r ~ n - ~-- rn-~ -~ -~,,'L T -~ r 4- t;~ - -~ --, ,~ `, .00 ~ ~ ' r T Jf y' .~ v„'a ~ ~ q M rl ~ ~ as a ,~, Q a = - ~ ~ ~ w v ~ ~ QI ~ ~ I ~ 1~ ~ ~9' ~ 00 - I~q d p am ~ ~ ~ ~ ~ CZ cl ~ ~'l ~. ~ _ ,n ~~ I I I I I I I 'S" 'n/ s l I I I I I I I ~ ~ ~ ~ r ~ I --- ~ ~ - !-- - i ~ ~ - i i -- c0 - I I i i - -- -i i --- ----- -- - ---- I - ~ m ~ ~ Tra~cK couFZr I rra~c~c courir I ~ o l NCJRTH POINT DRIVE 0 N A °a ~ N W o -- ~sz--~- R ~ ~ na ~ 1 ~ ° N '` O TRJGK COURT -~ _ ~ ,~ ua D U Q ~ f _ I - J 1 L _l I_ _ ~u , n ~ y I _ f _I _I -f i_ I I - - K1 O ~ ~ I a O _ L _ II I I _ I - I a~~r ~ - -I I ~ ~ I- , - I I I I I I I ~~,, 3 - I " " ' _ ~ - ~ I I i ~' , I I I I I I - -~ ~ - ~- ao ~ ~ o ~ I ~ ~ ~, _ .~ - - 1 ~ ~ I I ~ o __ _ I _ __ ~__-_ - _ ____ ____ _ _ _ ~, ~ 1 l ~ 1 ~~ __ _ _ _ __ TlvJCiC COURT ~ TRJGK COURT FIELD DENSITY TESTING ~ , ~rre~,~, Report Number: 94021380.0022 LNCrxr:~tuxc; 8901 Carpenter Frwy., Suite #100 Service Date: October 18, 2002 Dallas, Texas 75247 (214)630-1010 Client: Transwestern Commercial Services Report Date: October 23, 2002 Attn: James Gaspard Project: Staples 5001 Spring Valley Rd Ste 600W 201 Northpoint Dallas TX 75244 Coppell, TX Project Number: 94021380 Material Information Material Laboratory No. Test Method 1.213800010 ASTM D 698 Lab Test Data Protect Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Content Weight Range Unit Weight Description and Classification (%) (pcf) (%) (%compaction) Brown clay 22.7 98.7 =/> +3 93 Field Test Data Test No. Test Location Moisture Conditioned Pad 302 Grid line A.3/8.2, see attached sketch 303 Grid line B.1/8.8, see attached sketch 304 Grid line C.2/8.3, see attached sketch 305 Grid line D/8.8, see attached sketch 306 Grid line D.9/8.2, see attached sketches 307 Grid line E.6/8.7, see attached sketches 308 Grid line F.4/8.3, see attached sketches 309 Grid line G.3/8.9, see attached sketches 310 Grid line H/8.2, see attached sketches 311 Grid line H.8/8.7, see attached sketches 312 Grid line H.7l7.2, see attached sketches 313 Grid line HJ7.8, see attached sketches 314 Grid line G.3/7.3, see attached sketches 315 Grid line F.5/7.7, see attached sketches 316 Grid line E.6/7.2, see attached sketches 317 Grid line D.7/7.8, see attached sketches 318 Grid line C.8/7.3, see attached sketches 319 Grid line C/7.8, see attached sketches Probe Water Dry Unit Dry Unit Lift/ Mat. Depth Content Weight Weight Elevation No. (inches) (%) (pcf) (°h compaction) 1st 1 6 28.4 91.6 93 1 ~ 1st 1 6 29.1 91.2 92 * i 1st 1 6 29.4 90.9 92 * v~' 1st 1 6 29.3 91.7 93 1st 1 6 28.2 92.3 94 1st 1 6 27.4 91.6 93 1st 1 6 27.1 92,4 94 1st 1 6 28.2 92.1 93 1st 1 6 28.8 91,7 93 1st 1 6 29.4 91.3 93 4th 1 6 29.8 91.1 92 * ~ ~ 4th 1 6 29.4 90,9 92 * aL~ 4th 1 6 30.6 90.9 92 * ~ 4th 1 6 27.0 92.4 94 4th 1 6 27.7 91.6 93 4th 1 6 29.4 90.9 92 * ~'~ 4th 1 6 28.6 91.8 93 4th 1 6 28.1 91.4 93 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 2 orsKSmor-pw. k.y FIELD DENSITY TESTING Client:Transwestern Commercial Services "r"'~' L'NCiINEf:l2iNG Project Number:94021380 Report Number: 94021380.0022 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pct) (°h compaction) 320 Grid line B.2/7.3, see attached sketches 4th 1 6 29.1 92.6 94 321 Grid line A.3/7.8, see attached sketches 4th 1 6 27.4 92.7 94 Comments: An asterisk {") appears next to test results which do NOT meet the project spec ifications. Services - Pertorm in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method ASTM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Wier Bros. representative Technician: Bradford T. Rengstorff Report Distribution (i) Transwestern Commercial Services (1) City of Coppell -Bldg Insp (1) Hill & Wilkinson, Ltd (1) City o! Coppell - Consir Insp (1) O'Brien 8 Associates (1) HBC Engineering (7) TechniStructures (~) State Farm Insurance HBC E Ing Reviewed by: Eugene Harbour Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 2 or-sksao~.Fa~. Kav O ~ yy NORTH POINT DRIVE W ~ $ 3 ~ ~ o k J Q 0 ~y""_ n ~ • u~ia 0 J ~I\ ~~ ~.~y ,y ~v~ ~1~\r.•V1JR~ ~ ~ _ l7 ,~ w ~ U 4 J \ ~ I _ ~ ~ ~ ~ a o - - ~ 1 L -~..I- ~~ ~ ~ ~ ~ ~ ~ ~ ~ 4~ ~ i ! I p _ i r i i ~ i °O i 0 i/1 ~ ~~ ~ I m ~~ ~ ~ , ~~ ~~ r ~ r . ~ '~ Q -- _ ~-- - --- ls~ f~ ~~ O ~ i v ~ O ~ v~ O •~ ~~ OI (~/ ~ ~ Q' m v 11h o ' ~ ' ~ I ~ rSi~ ~_., -. TRUCK COURT ~ ~ TFdJCK COURT L _- FIELD DENSITY TESTING ~' "r"'~' Report Number: 94021380.0025 e"N`''Nr~t~'t'rrc' 8901 Carpenter Frwy., Suite #100 Service Date: October 13, 2002 Dallas, Texas 75247 (214)630-1010 Client: Transwestern Commercial Services Report Date: October 23, 2002 Attn: James Gaspard Project: Staples 5001 Spring Valley Rd Ste 600W 201 Northpoint Dallas TX 75244 Coppell, TX Project Number: 94021380 l Information t i M Lab Test Data Protect Requirements a er a Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Material Laboratory Content Weight Range Unit Weight No. Test Method Description and Classification (%) (pcf) (%) (°h compaction) 1.213800003 ASTM D 698 Dk & med brown clay 19.8 101.3 =!> +3 93 Field Test Data Probe Water Dry Unit Dry Unit Test Lift! Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pct) (°,6 compaction ) Moisture Conditioned Building Pad, Area 4 169 see attached sketches Grid line H.5l4.5 2nd 1 8 29.6 94.6 93 170 , see attached sketches 9/4.5 Grid line G 2nd 1 8 30.4 93.5 92 *~~ 171 , . Grid line Gl4.5, see attached sketches 2nd 1 8 30.8 93.3 92 * B ~- 172 Grid line F.4l4.5, see attached sketches 2nd 1 8 27.2 97.8 97 173 Grid line E.5l4.5, see attached sketches 2nd 1 8 28.5 95.2 94 *0 ~ 174 Grid line D.6l4.5, see attached sketches 2nd 1 8 29.1 93.6 92 175 Grid line C.8l4.5, see attached sketches 2nd 1 8 28.7 94.1 93 * ~~ 176 Grid line C/4.5, see attached sketches 2nd 1 8 31.0 93.3 92 177 Grid line B.3/4.5, see attached sketches 2nd 1 8 30.7 93.4 92 * u~ 178 Grid line A.4l4.5, see attached sketches 2nd 1 8 26.2 96.7 95 Moisture Conditioned Building Pad, Area 7 179 Grid line H.5l7.5, see attached sketches 1st 1 8 27.3 95.1 94 180 Grid line H/7.5, see attached sketches 1st 1 8 28.0 94.0 93 * `~ 181 Grid line G.2/7.5, see attached sketches 1st 1 8 28.9 93.4 92 182 Grid line F.3/7.5, see attached sketches 1st 1 8 26.4 94.6 93 183 Grid line E.4l7.5, see attached sketches 1st 1 8 27.1 94.1 93 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties oT other apparently similar or identical materials. Page 1 of 2 o,-sK~°,.F,.,,eK,~ FIELD DENSITY TESTING Client:Transwestern Commercial Services "k"~' eNC;rx>/earxc Project Number:94021380 Report Number:94021380.0025 Field Test Data Probe Water Dry Unit Dry Unit Test Lift! Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (/° c °) (p >7 (% compaction) 184 Grid line D.3/7.5, see attached sketches 1st 1 8 27.8 96.4 95 185 Grid line C.6/7.5 see attached sketches 1st 1 8 28 3 93 7 92 *"' ~ , . . ' a ~ 186 Grid line 8.7/7.5, see attached sketches 1st 1 8 31.4 93.3 92 *° '~ 187 Grid line B/7.5, see attached sketches 1st 1 8 30.9 93.5 92 * 188 Grid line A.2/7.5, see attached sketches 1st 1 8 26.7 95.9 95 Comments: An asterisk (*) appears next to test results which do NOT meet the project spec ifications. NOTE: For Test Nos. 169 through 178, the 2nd Lift, Area 4 was from the top of the 1st Lift at 516.17 feet above sea level and tested at 516.97 feet above sea level. For Test Nos. 179 through 188, the 1st Lift, Area 7 was from the top of Subgrade at 515.37 feet above sea level and tested at 516.12 feet above sea level. Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method ASTM D2922, ASTM D3017 Gauge ID: Technician: Bryan C. Hughes Report Distribution: (1) Transwestern Commercial Services (1) Hill 8 Wilkinson, Ltd. (1) O'Brien & Associates (1) TechniSlructures (1) City of Coppell -Bldg Insp (1) City of Coppell - Constr Insp (1) HBC Engineering (1) State Farm Insurance HBC Engineering Reviewed by: Eugene Harbour Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 2 o,_sKS~,_F„W,~,v 0 ` h ~ a r R ~ ~ t o ~3z~~ M h °' o ~ r O NORTH POINT DRIVE J y Tra.ICK coutzr -~ _ ~ >1 W D U Q d ~ . I 1n - I '-~ ~ T T I- I - - a cil ~ ~~''"'Z ~b J I I I I I I cn 3~ ~ ~- ~ ~ ~~ `~ ,O ~~- ,9 r r Its ~ ~ _ -r h ~ ~ ~ T ~ T `~ ? I ?' i T I T `~ 7. I .: i ~ ' - ~ I"~'- ~ l ~^- - 4x76 -- -- i~--- -~ --- - - CO 1 ~ I I ---- - ;II ----- -,I I i ~ I ~ ~ TrarcK couRr I I T~~ ~+~T c~ ~ ~ ~ 0 H m m ~ n A V ~ R e t- Y H 0 0 ~' n p G ~^ nY a _~ J r N~~11 1~ 00 k f d k ~-F J ,k. r d v .. NORTHPOINT bRlVE J 8