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Gateway BP(1.4)-LR 961004HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER PROJECT No: CLIENT: HAVERTY'S FURNITURE CO. BRIEF DESCRIPTION AND LOCATION: F I Ate, /1 f4- WEATHER: 0lo.5 Z% �j G z 37 TIME: START WORK: G;oo 4k)..2 STOP WORK: r; 30 /A1 DELAYS: 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 REMARKS: c/ c 7 J rrr 1/ ci� Q E s 5 f Y' /l 1/2- d 2 e 4 �i �i' a 0 1c. ti �v /ev /i S jL TECHNICIAN: ENGINEER: REPORT No.: telephone (214) 941 -3808 REPORT DATE: /O -14 HJA JOB No: 6641 TECHNICIAN: REVIEWED BY: S DAILY FIELD REPORT SHEET OF d 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 fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 SMINH H Ur. 1 ti ‘r_/. fr W f 1' t� 15 7.6 r rs� o 561 Q� L _5 6 I 1 'b c7 /G7.P eyzY s I L. b'2 1 1 s'n 15'i T S'i'r fr'z 1 6'b 3/,n Q o-, 1 0 <3z I 6C L 1 /G I I uLG i'Jz n /1 1 1 1 '7/z 1 I DEPTH TO START PEN MTL. (FT.) 17'2 1 Q'2 I I 1 1 o 1 .01 1 1 1 ni 1 ozz /z 'ON nId O Z' I E I li C -2 .6- 0 L, cn Az S4UVWl11 i IIW 1 i I I g 1 'v I 'c2— I [k'S $6 9'Pb Z'S L 1 r v� 's6 es I L 2' G,I I /'O% 07 z Z't�1 7 '8E 6'/c. I 12t 1 1 1 -8� 1 "°c 1 h E bp 1-z 'sE z 6.'6E 1 I 1 '8z' 1 °bz I obc I Z bC I O 't I 1 'g I ACTUAL PEN. (FT.) 1 I UD I 5'Z C' T 1 p- 1 J 9 r-- 6z zr� I L li 1—c/ it 1 1 11 `G 11 I I_Y b 11 VI HI 0 LL) C� H 2 a 0 O Er c o C G 0 0 O U 0 CYL. No. MIX SLUMP in.) DATE PLACED DATE TESTED AGE days) TOTAL LOAD lbs.) COMPR. STRENGTH psi 5 S w 9 -96 /1,-//-9G 9/300 3ZZ, Z /J -9G .2-9 2 i l /I L HENLEY JOHNSTON ASSOCIATES, INC. engineerng geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641 CONTRACTOR: HILL WILKINSON, INC. DATE: /O LOCATION: COPPELL, TEXAS SUPPLIER: L SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION SET 2 LOCATION TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 SET 1 SET 2 CONCRETE STRENGTH TESTS 3�1 3,z9 a,,i/ Pi�� ar 7 7_ -z- SHEET OF 4- fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 MIX DESIGN CEMENT CONTENT (Ibs.) FINE AGGR. (Ibs.) COARSE AGGR. (Ibs.) W/C RATIO (gals /sk) REO'D 7 DAY (psi) REO'D 28 DAY (psi) 3, Do° ADMIX SET 1 SET2 HENLEY JOHNSTON ASSOCIATES, INC. engineerng geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641 CONTRACTOR: HILL WILKINSON, INC. DATE: /O LOCATION: COPPELL, TEXAS SUPPLIER: L SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION SET 2 LOCATION TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 SET 1 SET 2 CONCRETE STRENGTH TESTS 3�1 3,z9 a,,i/ Pi�� ar 7 7_ -z- SHEET OF 4- fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 HENLEY JOHNSTON ASSOCIATES, INC. engineerhg geoscience consultants PROJECT No: IMMO PROJECT: HAVERTY'S DISTRIBUTION CENTER CLIENT: HAVERTY'S FURNITURE CO. BRIEF DESCRIPTION AND LOCATION: DAILY FIELD REPORT REPORT DATE: I o 4 -9 to HJA JOB No: 6641 TECHNICIAN: S. bJ REVIEWED BY: WEATHER: 63,-`t...` o --✓te` TIME: START WORK: Woo (}rr\ STOP WORK: 2_; 0 PM DELAYS: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. TECHNICIAN: ENGINEER: REPORT No.: PIER INSPECTION FOUNDATION CONCRETE INSPECTION SUB SURFACE DRAIN INSTALLATION SELECT FILL `PLACEMENT LIME STABILIZATION FOOTING INSPECTION GENERAL INSPECTION REINFORCEMENT STEEL INSPECTION TIE —BACK INSPECTION telephone (214) 941 -3808 fax (214) 943 -7645 10. FIELD DENSITY TESTING 11. CONCRETE CYLINDER PICK —UP 12. GROUT CUBES 13. FIELD GRADATION LIME 14. FIELD REPORTS 15. FIELD SAMPLING 15. TENDON PROOF LOAD INSPECTION 17. PIER INSPECTION RETENTION 18. SEE ATTACHED SHEETS FOR TEST RESULTS REMARKS: Pa-r ,Me n w�2 �0.� k C-e SHEET OF 3 235 Morgan Ave., Dallas, Texas 75203 -1025 vir uk�.} bo rkF:l Ete c�r:ce Q 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 (pcf) DRY DEN (pcf) MC DRY DEN YES NO TE Lo'1 Ft :n0J. G ro_ d-e 129..4e..ysr TEL° c, S_4-t. a_ k-l-& c _e d s k.,2_\--<1,._ 2-1 1 92.'5 92 Z-"1. 1'D°' TEL 0 f; es4. Gro..c1a at es4 TEL D4 SA-e_ a„-F-_a_c_ sk+ -k-c_A__. 24-. o oI S, 1 $4-. o 2.3.S t 8 .3 TEL0 F.::.a A C,reLL.e 12.._42..s4,- Lo S S-i_t_ a_tt�cl..ed stc, IG.b t( o.2. t0T.K lg. q, TO ob F „".a_R Gro -clz C 0 6.. 0 J, s ko_E-c 2¢, o '1 51 gib 23. L 9 s X TU o 1 R G 210,E q2.) S4. c 2S.7 91, o X o g 5-e JL 0..o --tt c l s tog- k-c.� ".1 c\ 2.(69- 2 2 3 9 6 .6 X E03 p G..... CR`ro- k0 SeRa_MacL&ol sk-k L I(e,D (I 0-2- tb4-.1 Z3,3 94 X E 04- SA-Q oa cl..4 ste_e_V 11 l lo,L 110.4 tto.o IOD.Z i y E0 S ;:�.,_Q Gip f2- 1-es'1 E02 St-e c am o-c1,,t s k A r 16.o I 0 2 I t- 6 t 4 t o2, Z I 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 FIELD COMPACTION TESTS PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT Jo.: LOCATION: COPPELL, TEXAS DATE: 4 b WEATHER: Pa. COMPACTION METHOD: w c-rtiln REMARKS: T-40 s T€L, o'? TE E o4- Y�gv.re�.o ES t Rl� o- s to.J .L w`c iS1� TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 J. o v�Stb� vv, -LZ- c Ito .ti s trY' L e k SHEET 2 OF 3 fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 0 0 9 0 0 0© 0 0 0 SCALE ruoL �llO I TUog 0 50 100 MI 11111 200 FEET 17q18 to T¢ �o1 0 0® o 0 0 E C L U 1 CIt F LL HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE 3 OF 3 DATE AUGUST 1996