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Gateway BP(1.4)-LR 960907BRIEF DESCRIPTION AND 1 LOCATION: 4- s on UJO U- O',�y� D -,.�_d Srl.-a+.J ,(b- v'- (��S S1L.1 5,, C.,rc WEATHER: 8s° 9 TIME: START WORK: Io•, tsgm/ 2'. o9m STOP WORK: IZ.no ern/ 5:4 t PM DELAYS: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. R EMARKS: "Cal C HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER PROJECT No: CLIENT: HAVERTY'S FURNITURE CO. 1. PIER INSPECTION FOUNDATION 2. CONCRETE INSPECTION 3. SUB SURFACE DRAIN INSTALLATION 4. SELECT FILL PLACEMENT 5. LIME STABILIZATION 6. FOOTING INSPECTION 7. GENERAL INSPECTION 8. REINFORCEMENT STEEL INSPECTION 9. TIE —BACK INSPECTION Pau 5 1 Le,- `1 F 1 �t c+ /f �s� c• c.C..c �1, z S o--(-e- 5 o--�. f-,e t c ,koa L C S st• r a o-� p s a 1 1 "1".4- e eyrS- (tie C= `-C TECHNICIAN: S, c�wL S�-eti. ENGINEER: REPORT No.: telephone (214) 941 -3808 Q 3 2C) 10. 11. REPORT DATE: q -1 HJA JOB No: 6641 TECHNICIAN: .1. (J .So I,...,.,s REVIEWED BY: 12. 13. DAILY FIELD REPORT FIELD DENSITY TESTING CONCRETE CYLINDER PICK—UP GROUT CUBES FIELD GRADATION LIME FIELD REPORTS FIELD SAMPLING TENDON PROOF LOAD INSPECTION PIER INSPECTION RETENTION SEE ATTACHED SHEETS FOR TEST RESULTS SHEET OF 5 fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 W c_ -%-q- Po—c‘._ 'F ur Z'f.�. L. C LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPLIES PROJECT SPECS. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (ocf) DRY DEN (ocf) MC DRY DEN YES NO U)22-( S.¢� oi-1 -e-c •A 5 tco_ -c.-l.._ (2.:0- I 4 L t I o 1 5.4 c i 4 1 S �C W 122 40-1- m vl 22 3 k A ski- I6,0 110,2 "L .ci ((o S (0 S.R.c. aA o-c-LA bJ 2 2 g Q of 0 2z 5 0 e -c.L.a d S b o c t 12....0 I lct. (o I I K 8 14,9 co.) I to zL Ito -o Ito./ ill t re. Z to4.4 X SA-e_ 0.1 4 b-- stak l.` GS 230 S-4-e_ c 4 E 0 c t c c i sieA-c.1, (Z,G I I c i t 111.1 1 5 L 9 8 .4 X W 231 0-4"6 -c,Q c, sk.0. -c l„ I6-b 1 l c,2. fo .z Ib 1 °t .1 )c w23ti 5.,a odt- k- aLJJ. sk- L (2,o II(o it t3.L 98.10 )z t...51..:3 3 S.A.-0.- t'"` a s 1'-J c-L 11 1 21.$ 1 zo b' t 8 q q Z �3 t r 5 L& o k i a e ..ad s L 1 1 8 Z1.8 t z "5 3 t 3 L tot 2 /62.3c SA..L 0 -1 4 s II.B (2-I.8 122. 11-.1 106, PROJECT MOISTURE: DENSITY: SPECIFICATIONS RANGE FROM 0 4 FROM OPTIMUM MOISTURE CONTENT MINIMUM 95 MAX. DRY DENSITY AT FUTURE PAVING BUILDING AREAS MINIMUM 90 MAX. DRY DENSITY AT LANDSCAPE AREAS WEATHER: Po—r COMPACTION METHOD: REMARKS: Ikt1 Sks t+�D e re- -c v S HENLEY JOHNSTON ASSOCIATES, INC. engineerhg geoscience consultants PROJECT: HAVERTYS DISTRIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. LOCATION: COPPELL, TEXAS TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 o v) e s �-a 0332 FIELD COMPACTION TESTS HJA JOB No.: 6641 PROJECT No.: DATE: q c, L„ SHEET 2 OF fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 (moo -re- L—..mss Pc LA FoVr¥ t_-„ tit- LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPUES PROJECT SPECS. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (pcfl DRY DEN (pcf) MC DRY DEN YES NO 1 2.2)1.0 S.0-4_ 4+041./A_ S Iz c L 11. IZ I. S 11 1 9 q s t e- PROJECT MOISTURE: DENSITY: SPECIFICATIONS RANGE FROM 0 4 FROM OPTIMUM MOISTURE CONTENT MINIMUM 95 MAX. DRY DENSITY AT FUTURE PAVING BUILDING AREAS MINIMUM 90 MAX. DRY DENSITY AT LANDSCAPE AREAS HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. LOCATION: COPPELL, TEXAS FIELD COMPACTION TESTS HJA JOB No.: 6641 PROJECT No.: DATE: ai 1 -ql� WEATHER: c e_ 9 o r COMPACTION METHOD: REMARKS: T e �Q. TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 3 t ..1 o I,-.,,,._ 54 -tr- 0 3 3 Q/ SHEET 3 OF l S� fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203-1025 0© ©Q o 0 0 D 3 3 SCALE FEET --L --I- -r- HJA No.: 6641 1 1 f Fou2TH t.1FT HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN 0 50 100 200 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants DATE AUGUST 1996 PLATE 4 o/1-5 W o_..�tt c Vo,c� S.ccer.- A l� f -t LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPLIES PROJECT SPECS. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (non DRY DEN (pot) MC DRY DEN YES NO W23'1 6 -o c ck 4'tcz -‘-c i I.$ lZ..I.R tz(,4 I3.3 99.1 )C L i--1 E SA_‹_ o- r--cL k- t_ t2.O t tat .6 w51 16. C 91 .9 x t,,i 5t.e._ c.—•t- _c_ sk�l -r_L_ t i 11.1.S, 12_4. 0._.3 t o2.. t X is 240 $e,a_ c_%,,c_ A skA_ E l t. 1i1.S r2-0 .2- (4-. `1 e.1 X PROJECT SPECIFICATIONS MOISTURE: RANGE FROM 0 TO 4 FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 MAX. DRY DENSITY AT FUTURE PAVING BUILDING AREAS MINIMUM 90 MAX. DRY DENSITY AT LANDSCAPE AREAS HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants FIELD COMPACTION TESTS PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: q WEATHER: Pcwi1 COMPACTION METHOD: REMARKS: A 1 1 4-c S nAst -0._-k Ye k c TECHNICIAN 5}e�_ ENGINEER REPORT No. p 3 3 /7 c telephone (214) 941 -3808 SHEET 5 OF tax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 o o 0 0 0 0 0 0 0 0 _L _1_ T 1 I T T T1 T T 1 —T— T— u 1 3 1 I w238I W 239 mo w T 1 I TT 1 1 ---L-a_--; O i Lirh 4- 1 f 1 0 50 100 200 NI Mt SCALE FEET e oo© K SECO /SD L1 Fr PLATE A Df2 DATE: AUGUST 1996 HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 (,0 0-.- elr -e-�-� Pow G L LABORATORY DATA ASTM 0 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM 0 3017 COMPUES PROJECT SPECS. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (pcfl DRY DEN (Dcfl MC DRY DEN YES NO L 14 t S.F. ,A-k--0.41,12.1 s Ice_ ktC,._ t1..' 114.8 mt.3 I3.4 1Q.t XC W 24-2 s M#v-c s k- -L l 1. b 1z1. a 11‘,. 4- I s\ QS• L x _g_ o 1 to 243 Sex__ 0--S -c 4 s irx.A-� I t 8 l7-1• B 120.6 14 9 x (4 zA- o_kk -<-LL A_ svg_k -cl- l l t21 t II_ 3 (6 ck. K W 2-4-c 0._-k- ..ecQ 5 le_a_k-c L I 1 'Z) YL t9. '1 t 3.3 9'8, 3 )K I.0 7.4 6 c.e. a k 4 --c. s r 2 L I I 5 a l a0.7 7 14.4 99. 1 K L)241 Se-e_c_ oxc o 4 1 -c-Pc, 1 1 R. t. t I ic c 14 4 91 x w 24-g S ,2JL a_ c- Ir I I. b 12.1 S t 2 O.2 t tj- R 8 ."1 X W241 co_lka,c 5 12,0 (lq.L 114.'1 tL.5' 1,5 tn4'ZSC ca o-- tl.-n.cQ s fc-L 17._.0 t Iq to I L :5.?, 13 Z 9 b.S K PROJECT SPECIFICATIONS MOISTURE: RANGE FROM 0 TO 4 FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 MAX. DRY DENSITY AT FUTURE PAVING BUILDING AREAS MINIMUM 90 MAX. DRY DENSITY AT LANDSCAPE AREAS HENLEY JOHNSTON ASSOCIATES, INC. engineerng geoscience consuttafts COMPACTION METHOD: WEATHER: PROJECT: HAVERTY'S DISIHIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. LOCATION: COPPELL, TEXAS REMARKS: (AA s �s TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 (2 33. 0n1 FIELD COMPACTION TESTS HJA JOB No.: 6641 PROJECT No.: DATE: q -i SHEET OF /S fax (214) 943 -7645 23.5 Morgan Ave., Dallas, Texas 75203-1025 Loo-- re_LL- -S-z (70,--8.. r L(- 1 LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPUES PROJECT SPECS. FIELD !DENT No. LOCATION LAYER OPT MC STD DEN (Dcfl DRY DEN (pcfl MC DRY DEN YES NO W 251 L k 11.6 t 2t 1. l L _'l let y e-, Z o k t k c s2 t t L L1/4 S-e.e_ a\ Lick s tcgA 11. S t2t 116. s 14. S e Lf• 6 k L- t c,' j sIl_a..A-e_Q,_ I.l.t I2I_ o (ITS IS,Z q 6.5 X E.3.1-S 4 5, a S A c l i l o Z l II/,o 1 5 .'L 9 1 0 )X tiS -5S --c-Li 0-- -L 1t.S 12t. t)1.? t4-.L 9(c.1 X o_t (,125t o .J k-e_„ 11.S 12t•g tt €.i 14..2. 9 X _ezc_ PROJECT SPECIFICATIONS MOISTURE: RANGE FROM 0 4 FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 MAX. DRY DENSITY AT FUTURE PAVING BUILDING AREAS MINIMUM 90 MAX. DRY DENSITY AT LANDSCAPE AREAS HENLEY JOHNSTON ASSOCIATES, INC. engineerhg geoscience consuttants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: q -1 b WEATHER: COMPACTION METHOD: REMARKS: RA s k--5 'ale 4-1A TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS n 7 3 7) SHEET g OF fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 0 ©0 0 0 0 a 0 0 --H I I I 1 --0 3 (i--1-- 0 t'lq 4 ,A 0 ©s it 1 11111 MI SCALE FEET A 14 D33 t 0 oT� I 1 TI 1 T T 0 i tg-t e 00© I I e I I II I -IhT_ 1- I I i- 51XTt4 LI FT (F11Jfkl) HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN o 50 100 200 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE 9 DAL DATE: AUGUST 1996 HENLEY JOHNSTON ASSOCIATES, INC. engineer'ng geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. LOCATION: COPPELL, TEXAS i s L C-k- ({ZQ s FIELD IDENT No. LgQS 1 1--CS w2,Sq L L( o W /Lc 2 LOCATION LAYER I1 c-e.e a k cL A aE i -c.Lai s-te-QA-c_ 1`1 Z le 4- Q�Q o— o, c t', J LABORATORY DATA ASTM D 698 OPT MC II a_ 0 0 1 I •a 11.8 lb ll. 11_$ STD DEN (pcf) tz ILI•� 1Z l• g \10,7_ 111.2 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 DRY DEN (pcfl u.s t to .1 ltZ_Z 113.2 119. I (1 MC 14. 11•fc 6.8 11.4 14;1 13. DRY DEN 6 18.9 H. l ots `l L 12. 4- oZ,') `11 COMPUES PROJECT SPECS. YES X x X .2 NO PROJECT SPECIFICATIONS MOISTURE: RANGE FROM 0 TO 4 FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 MAX. DRY DENSITY AT FUTURE PAVING BUILDING AREAS MINIMUM 90 MAX. DRY DENSITY AT LANDSCAPE AREAS WEATHER: Q (r. 8 S° o COMPACTION METHOD: REMARKS: re 2(,,o, tL l�� TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 G" 33 DI FIELD COMPACTION TESTS HJA JOB No.: 6641 PROJECT No.: DATE: 9 g t, SHEET /0 OF fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 0 ©o 0 0© 0 0 0 0 50 100 200 IN MI ON SCALE FEET 3 3 3 0 -0 0• �pf ©0 0 0 F125T LIFT (Y-ETEST) HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE 0 J DATE: AUGUST 1996 HENLEY JOHNSTON ASSOCIATES, INC. engineerng geoscience consuttaits PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. LOCATION: COPPELL, TEXAS FIELD !DENT No. l t.� 1Zl•� (z2_ l icc.7,_ Soli 5 0 2t 5o2) So24- S o 2j 5 O 2(c a kites. c.Q ad) LOCATION LAYER LABORATORY DATA ASTM 0 698 OPT MC I1 l Z .o l Ie.o I t. B IZIS STD DEN (Pon lot A- I te 98.4 (ZI, 9 12.I, 1 I I ct t l4• q 11o.Z FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM 0 3017 DRY DEN (Act) I o �t lz3 .t3 MC 3. ID. DRY DEN 10t.(c COMPLIES PROJECT SPECS. YES 91.4 100. I NO PROJECT SPECIFICATIONS MOISTURE: RANGE FROM 0 TO 4 FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 MAX. DRY DENSITY AT FUTURE PAVING BUILDING AREAS MINIMUM 90 MAX. DRY DENSITY AT LANDSCAPE AREAS WEATHER: F4 c B 6c COMPACTION METHOD: REMARKS: i c S 5c2c" 4,„1 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS HJA JOB No.: 6641 PROJECT No.: DATE: q St. nti t C? 3 3 Dy SHEET OF /S fax (214) 943- 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 0 D Q 0 0 0 0 0 0 0 7 SCALE FEET 0 50 100 200 --o 0 Ft RS'r L.1 P 4 z L HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY HELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE /3 c /L DATE: AUGUST 1996 E k t� e 4r 1.,,w•R A. -tea- ck crP....6e Yr7-� LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: MOISTURE: ASTM TM D COMPUES PROJECT SPECS. FIELD (DENT No. LOCATION LAYER OPT MC STD DEN (ocfl DRY DEN (vcfl MC DRY DEN YES NO EC I z8.2 79.1 So e c44-0-cL c sAL2... c 28,2_ 89.( .Z 23.3 9LI X E C o f 31,5 84.i c c--cl,..c_a k E t 31. S B4-. I' I. C 33.o 1(,. el X CC e 3 3 i. S 841 X50 i 3 s 11( S-eR cL •kk o-c. L Co 4- -ee o_ c�cLJ s -tL 31 .s 84-.1 19. e 30.E 9 4 e X EC e S 5_e_r,_ 0.4ka -c of Ski 31 S e4-.( `64-. Z�.j 100. k PROJECT SPECIFICATIONS MOISTURE: RANGE FROM 0 4 FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 MAX. DRY DENSITY AT FUTURE PAVING BUILDING AREAS MINIMUM 90 MAX. DRY DENSITY AT LANDSCAPE AREAS HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 /2 33 FIELD COMPACTION TESTS PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL. EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: R 9 WEATHER: cle S `1 0 COMPACTION METHOD: I ff REMARKS: T e S. t. C- c mac\ L C c S Cam, 1 cr w e 5 1t—re_ SHEET 4- OF fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 N o i. ,S•6— I v 0 I O W O m O M. Q N Edobbo. b w I a cv OfvviO ,CN N U U q 0 Z9'OZS+ di J 01(U SIX] jt OZ'OZS+ 76• RCP -5MIS 10' S'6 O 'p N W O. tC H 0 O J Q t x 3e m N p., Nl. c0 roil N NN �y0 UTbP{p NU Q OW in �j 0 -aW c0 nnnu 6+� inr w aN N o50S +d ONI1S1X c I NN OC'OZS: d. HAVERTYS FURNITURE REGIONAL DISTRIBUTION FACILITY TEST LOCATION PLAN GRADATIONS /DENSITIES HENLEY JOHNSTON ASSOCIATES,INC. engineering geoscience consultants HJA NO.: 6641 DATE TESTED: .1v 11..E PLATE C of 3