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Gateway BP(1.4)-LR 960911 (2)HENLEY JOHNSTON ASSOCIATES, INC. engineerng geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER PROJECT No: CLIENT: HAVERTY'S FURNITURE CO. DAILY FIELD REPORT REPORT DATE: q I I —9 k HJA JOB No: 6641 TECHNICIAN: REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: F,.:_11 a.s k s 4- s WEATHER: P o TIME: START: A-nA /to 3oitM DELAYS: STOP WORK: c� 4S Rnn /l ;3 P WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. 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 TECHNICIAN: !,1,,,), ENGINEER: REPORT No.: telephone (214) 941 -3808 fax (214) 943 -7645 REMARKS: 1 4 c 1 o s� tR. C C-J) rt-r1 s--. -e c-tc 1d -4, C 1 F a 10. FIELD DENSITY TESTING 11. CONCRETE CYLINDER 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 Ee s, 0 4 L C* of 1 d a _tt. I h+ `t.3 SHEET OF /1 235 Morgan Ave., Dallas, Texas 75203 -1025 L) O.l..P_ t.. prx.cy Utzc p-1,t 4's- L'. LABORATORY DATA ASTM D 698 HELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPUES PROJECT SPECS. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (Del DRY DEN (pcf) MC DRY DEN YES NO W 29Se S-a-c. �1+ J 4 i irdj aL■ 16.0 L 2... t CS ,t 164 1 oz,R X. 63 29 P.A. Ajk` C). Cl..li s 1.44A-e--L- l6.0 It 0,7_ i o Z 1 1(•.q cis, L X 63 291 i_,, ,-E4-.._4-1,4.S st<c..�cL tt•g 1'zt.6 11,9 15 '\10.8 X W291 S-4-c a ,..I.. ,9 s k..i- lb.o lI0,Z, 03.1 16.3 1 X W 3 O c.Jaa,_ ex-4 o,c aj kz}aL t t g OA, 8 120, 8 14.1 `i9, Z X w 30 t ce.� at -Lei s(,c.¢_ -c.t, 1 S 1/k.8 1 t \3,S q (O 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 PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL_ EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: WEATHER: COMPACTION METHOD: TECHNICIAN ENGINEER REPORT No. HENLEY JOHNSTON ASSOCIATES, INC. engineerng geoscience consultants REMARKS: All 54- telephone (214) 941 -3808 FIELD COMPACTION TESTS �e o v SHEET Z OF fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 Q ©0 0 0© 0 00 N '0111•111/ 0 50 100 200 WI IN SCALE FEET 0 0 0 0 0 Foo (a-n.4 Lk FT 0 ©0 0@0@ K HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA Na.: 6641 PLATE 3 0/12- DATE: AUGUST 1946 4.10.�e�...„.s s,e(Q,, p;_ vk L. c- 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 (pcf) DRY DEN (pcfl MC DRY DEN YES NO w 3 o Z S.Q_,2 a- i'4 y t,c_o_ c_t— t 1, o 0_1.'2, 117.6 t 4.4 q 6.1 �C I$ lo 3 c-t. a 0 l.¢i slc.a.Azt..._ t I l i.( A q 6, 1 X LS 30 q•- S..a�. 4—*"e.- c-.¢ak s lc.e_ir- c.�,., 1 t. g t 2 t. g 0 3 t l, too. X W 305 1t.S I21,g 123,5 (L.0 I01, 6 l a-' -c a_ sks_ktA,_. w So& o- kia.c -LJ sic-$2_ t- l‘8, t 1tRA- i2.S 98,0 X LS 3 01 -e c j s- 163. -c.t., It-ES 1 1\ 12,1 c 11.1 X W So g S.e-e_ c o c a1) 4s llsL.( c1,_ 0.8 g l21A t 1 to Z 1 `15.4 X w 3o C c_ o-c. sr�ca�-c-� 11.8 111,g l 1$. S t2- q 3 X 1.....10 Ste 0-±k ..J SelLd -rte, 11. 121. g 1":2-0 14. '7 too cj \C Q3 t S-e..a_ '0. c Lt-al s -E4.a. •1g 111 S I t 6, o 4 .6 q 6.9 x 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. engineerng geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. LOCATION: COPPELL, TEXAS WEATHER: `P0_.,4 COMPACTION METHOD: REMARKS: Pk f Are. 0-x.0 c a c TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS HJA JOB No.: 6641 PROJECT No.: DATE: q_ I I_ g b SHEET 1 OF lc' fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 W0-r4_ e., 90.4 5iLke.„A_ �LQ Z 1... 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 (ocf) DRY DEN (pcf) MC DRY DEN YES NO W 312 c e.e. a c, c_La a 5141 -c.� l I.8 l t I,$ l 1-0. g l 3.4- 99. Z X W It 3 c.A.. tL._ 11.6 121.$ 11_0.1 12.1 9$.(p X cL\ OC. s w 314- Se-e_ 6_4 ,.A._ s I iir-c 1 1.6 12..1.6 116.1 13A. A o W 3 o_ o- c.),..J. sk�A--c l__ 11.8 11-Le) 111'1 I 14. o 11,0 X 1 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 consuttants PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. LOCATION: COPPELL, TEXAS WEATHER: COMPACTION METHOD: TECHNICIAN ENGINEER REPORT No. REMARKS: AA -45 ,vao_j' t-ro 5 telephone (214) 941 -3808 1,0 0M■•■ J L,.. s FIELD COMPACTION TESTS HJA JOB No.: 6641 PROJECT No.: DATE: R 11 9 b 3ty Dc_ SHEET OF fax (214) 94.3-7645 235 Morgan Ave., Dallas, Texas 75203 -1025 ©o 0 0© 0 0 0 __L_ j -I _1_ -T T T T T T T —r T 1 -T 1--I -T T m -I- 3o(4.1 ®5 W T 1 oT W 303 taol 311 Iw ®13 IS IN IN NI SCALE FEET W3 S --o Q Q 0 SC- L\�C 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 G v lb DATE: AUGUST 19% S LAS w too m fla4A cit. \eCT c�u 1 5k- L Ck LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM 017 COMPLIES PROJECT SPECS. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (ocf) DRY DEN (ocf) MC DRY DEN YES NO 5 0 "L Q 5. ¢.e._ a _Y{ -e- el..a_ s k`k-a_ t t. 8 11-1.S t 11.0 13 g V• 5 )C Solo SA- o.1t0_c A Skj L I .0 I ZZ.1 124, I I o Z. .o so 3 1 t 10.0 1 1 o 2 I 1 4.4 I L, S ol,g X S-e-e. o k k e C i a. e l l sk.4A-c -t._ PROJECT SPECIFICATIONS MOISTURE: RANGE FROM 0 %TO 4 FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 MAX. DRY DENSITY AT FLTURE PAVING BUILDING AREAS MINIMUM 90 MAX. DRY DENSITY AT LANDSCAPE AREAS HENLEY JOHNSTON ASSOCIATES, INC. engineeritg geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: 9 1 q b WEATHER: COMPACTION METHOD: REMARKS: t 1.4 e, A TECHNICIAN ENGINEER REPORT No. grt jet. FIELD COMPACTION TESTS SHEET OF /C telephone (214) 941 -3808 fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 0© U© O 0 0 4 0 50 100 200 MI MI IR IN la SCALE FEET 0 0 0 040 000 Q I�I --1— 0 e I Soz`3! 1 5030 1 5o3 1 F�25 r La 7 HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE B 871- DATE: AUGUST 1996 S ka,� ro P se--1 c:_l.Q 'L L. 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 (ocfl DRY DEN (pcf) MC DRY DEN YES NO 5 0 3 2 5..a_e_ a_.ti c-tj slG2k t L. c I t o .2 1 09.3 16.3 99,2_ X 5 0 3 '3 S4_4_4_4 c.. ai 5 tc4A-re IL a e l l o. Z 110.9 16.o (0o.6 X So 3A- i. t., i.±b -cLAI s k.sA-c. L 1 I S 1 111. 13.1 9 S 3 X 5035 Sty o. -0._eljj, 9 le.a_ (1. t21.8 11 15,3 11,9 X S 0 kg. S..4_ aka-c.. J s14.0-k t1 121,$ 11'1 ,c 1 Ito .z 91o.$ 5 0 31 S.t_t_ c,_*e. e.. —Le4 s tcs1A-c.,1_ 1 t 8 121. B I I f. (0 14.1 0 11, 4 1. 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. engineer'ng geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: q_ 11 _0., WEATHER: P�.�� Gte�+- v,) d.r,�� COMPACTION METHOD: REMARKS: k\ 1< 5 k Sc D ro yn t 2. v- a- w -t S TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 •.J 3g v� FIELD COMPACTION TESTS SHEET OF /C' fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 ©a ©o o© 0 0 0 -�N IN III WI MI III SCALE FEET -0 —4-- 1 5°341 So3S 5o32 5L corlp L1 FT 8 I +50 31.1_ licna 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 le' o //c" DATE: AUGUST 1996