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Gateway BP(1.4)-LR 960912 (3)HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER PROJECT No: CLIENT: HAVERTY'S FURNITURE CO. DAILY FIELD REPORT REPORT DATE: 61 HJA JOB No: 6641 TECHNICIAN: J W, REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: 1 s G II s s WEATHER: P, 'tR_ TIME: START WORK: DELAYS: 3 PM WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. PIER INSPECTION FOUNDATION CONCRETE INSPECTION SUB SURFACE DRAIN INSTALLATION SELECT FILL PLACEMENT LIME STABILIZATION FOOTING INSPECTION GENERAL INSPECTION REINFORCEMENT STEEL INSPECTION TIE —BACK INSPECTION STOP WORK: �oo PsYl 10. FIELD DENSITY TESTING 11. CONCRETE CYUNDER PICK —UP 12. GROUT CUBES 13. FIELD GRADATION LIME 14. FIELD REPORTS 15. FIELD SAMPLING 16. TENDON PROOF LOAD INSPECTION 17. PIER INSPECTION RETENTION 18. SEE ATTACHED SHEETS FOR TEST RESULTS REMARKS: `�.s -ct- t W 0--e-e— S l,.-orW ro c,. v ci s 1 0 e. 5 TECHNICIAN: s ENGINEER: REPORT No.: telephone (214) 941 -3808 fax (214) 943 -7645 SHEET OF 6 235 Morgan Ave., Dallas, Texas 75203-1025 wa-rel e ?ac s_o_t_, c.A r-�l� 5 tit'-• lam, LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPLIES PROJECT SPECS. FIELD (DENT No. LOCATION LAYER OPT MC STD DEN (pcfl DRY DEN (pcfl MC DRY DEN YES NO 3 (o o c a-¢z a'k'a_cQ,..2c4 g t o c_L_ (.B 12t 8 1 5 (4 9 91,3 I W 36 0_ TC0.l_J 5L. -c-L 11‘b 12 \l2, 1o.g 92...C, I I tO (o Z A 'o_ a.--e r3( Cl___ l 1, t C21. S H Co, to I5 q5 w 3(3 S,._ a F� a.c j s t<4_, tt•a 12l.E. t21. 3 13. g )C GJ 3(° 4- c 0. Vco_GLj 5 lca_A -z-Q I∎• b l7 I, S 121. 4 t 2, I 9 9 .1 X W 3to 5 ak s-kalt-t.,_ t to• o 110.Z. 113.4 t. Co 1 oz.9 X k)36(0 -e.._.c_ 0._kVa- cj,,j s tc. A A-c VD.0 1 113.1 ri.4 I62_ .6 X. w 3 6-. 1 Ac.1.-*0... cQ s\ -a,— 1t 8 12I.8 11r. c l3•0 qi�.3 t, 3 6 S_Q_Q_ a- o-c s k_ 1(o o 1 I 0 Z 05 S o (io to (04.4- X w 3 IO cs, 5 K./0 0 1) Z h S. 1 l to t 0 4-. c4 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. engineerhg geoscience consultants LOCATION: COPPELL, TEXAS PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. WEATHER: Po.-•r`t COMPACTION METHOD: REMARKS: s-li 0 3(0 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS HJA JOB Nc 341 PROJECT No.: DATE: 4 L 5 n 2 Gt 10._„ S •Ce- ten. S R-1 SHEET 2 OF fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 W �eL S.-Q. Pa.A e. Pa-0 5 Lk LABORATORY DATA ASTM 0 698 FIELD TEST DATA DENSITY: ASTM 0 2922 MOISTURE: ASTM 0 3017 COMPUES PROJECT SPECS. FIELD (DENT No. LOCATION LAYER OPT MC STD DEN (pcfl DRY DEN (pcf) MC DRY DEN YES NO (ti) 3'1 o 5 o- Via- c j s kJ cl, Ito o l i o. 2 (r 5 S 16.1 I o4.8' L 3 1 L I I. l /.1.8. I Iq 1 14-.3 q'! K 7C SeA c_ a- t -A-QCA s 131 z t1.8 121.8 119.2 13.9 4 11.a x aka cc,LJ SIB 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 LOCATION: COPPELL, TEXAS DATE: q I z ci HENLEY JOHNSTON ASSOCIATES, INC. engineerng geoscience consultants FIELD COMPACTION TESTS PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: WEATHER: (u�t COMPACTION METHOD: REMARKS: 5 S QYv,e TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 SHEET 3 OF fax (214) 943 -7545 235 Morgan Ave., Dallas, Texas 75203 -1025 0 ©0 0 0 0© 0 00 T T- _T T T1 ITT I 361 W 3100 i w3+.S I I _4333 T �w3L8 —4- LJ 3%4 Li 36 1 0 I 0 50 100 200 le MI al IS M SCALE FEET 1 ---0 4 _3"14i__64. I 0 --o -o 0 f. 0® 0 0 F I P LIF HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE g o DATE: AUGUST 1996 S Ina-..o ro,, Pa. S e ke ck c: k ‘r--=-1- "3 L∎ c-'- LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM 22 MOISTURE: ASTM D 3017 COMPUES PROJECT SPECS. FIELD (DENT No. LOCATION LAYER OPT MC STD DEN foci) DRY DEN (ocf) MC %l DRY DEN YES NO S 0' (o 2 c ac.L.ej s v.- l(o. o 1 10.2_. 113.3 [g.3 102.K x So Y1 50 e 0 sLk- It•@ 121.8 Itg.o 14.0 ei,1 x 5038 c-e_t_ a- --L 2, Le-e-k- 11 8 1i(.8 t1g 14.( 9'(. 503cl S-eA ,,kk'a -e -cR SL-ri-Q-k- 1[.8 1v-I.8 1tn.3 [4.g 96 ,3 S o& o 0._ t j c,t,_t_cdc 11.3 121 t 1 q. Z 12.4 91.9 X S o 4 1 S -e_� G-- <-2_._ G O s L...e_„_ 1 1 8 121, 8 I 6 9 14.5 9 6 o X o 42- S Q A o k C c j S Q G i 11 t 2 6 1 3 13. 9 S. S i< So 4 cz_A_ 0-'4-6, 5 L b 110.2_ l i o c 1-1.') 99 g 5044- S-�� c- s I o (I0.2 111.1 [te.o too• 8 K So 4 6-4 c L 9 ct, 7 1 6. b 1 10. 2. 13.4 IL, •'3 102.9 1( 2 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 LOCATION: COPPEL., TEXAS DATE: R 1, ct HENLEY JOHNSTON ASSOCIATES, INC. engineerhg geoscience consultants FIELD COMPACTION TESTS PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO.. INC. PROJECT No.: WEATHER: Qa--- t L, L COMPACTION METHOD: REMARKS: R---\ 44. s.\-5 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 0-- tCID f) SHEET c OF g' fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 MI 1111 MI MI MI Tt#I�D L1FT SCALE FEET HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN 0 50 100 200 HENLEY— JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE 0 1--e- DATE: AUGUST 1996 s ttiow room PO_d S 1e c_ 4.2 L. E--k- LABORATORY DATA ASTM 0 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPUES PROJECT SPECS. HELD IDENT No. LOCATION LAYER OPT MC STD DEN (ocf) DRY DEN (pcfl MC DRY DEN YES NO 504 5 a_ a-cLA stka_k-ck., 11 •B 121.5 IILa.6 15 95. X 5o 4-1 1 t g I 2 1 120 IS•(0 99 I 5-L.,_ a..-4-c c c- ske -E-c l._ So k S,2_,,_ a. a. c_1,,a s (c,_.. -c,l. t (.8 121. 1 l 8.8 LS, 1 6115 so 6 1,- 0.\}0.t✓t,,Q s (r„ lL.o (10,2_ itz.4 (b.3 1o2.o X o Sb ce--Q- Q...4 1 skc c t, l I. o 12l t I (.0, 14.8" 615 so 5 t See o_A (1,..e_1 s kQ- c.� 11.e (2I.8 i 17.9 14.9 9 &S X SoS ca_e_ aJ1tLcLed s lco..ct,_ Ito ttO,L 112..5 I ,c 1D2. X SOS) l(0.0 110, 2_ I IS4 IL 3 1 o_1 o_cL.0._ s.LQ4- So 5 11 A !L 8 1 zl. g 41(x. 10 L s. s 95,1 1C c, e c c_ t 4,c,. t„ so S S S•z_... a-zCK-0_,L_._,\ S Ica t t,_ t i- 8 t Z.1. a (i L. S IS. 1 96. L 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 WEATHER: c COMPACTION METHOD: REMARKS: A A s 5 y 0 0 HENLEY JOHNSTON ASSOCIATES, INC. engineerng geoscience consultaits PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: q (z 9 L, TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS SHEET 7 OF 9 fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 Q© ©0 0© 0 0 0 SCALE N 0 50 100 i i FEET 200 I 1 I I I 1 T T T T 1 '1 4T d- 4 94/ o 0 0 r—+ —I-- 505 I1es0 1504 5051 15053 1 45 5055 Fou FT HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultonts HJA No.: 6641 DATE: AUGUST 1996 PLATE 8 d 74�