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Gateway BP(1.4)-LR 961002HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT No: CLIENT: HAVERTY'S FURNITURE CO. 4 O WEATHER: /TA. rS 8/ TIME: START WORK: //pp ,t STOP WORK: WORK. PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. 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 PROJECT: HAVERTY'S DISTRIBUTION CENTER BRIEF DESCRIPTION AND LOCATION: DELAYS: REMARKS: /fiY`5 0 DAILY FIELD REPORT REPORT DATE: /p z HJA JOB No: 6641 TECHNICIAN: hi_ REVIEWED BY: 7/30 J 10. FIELD DENSITY TESTING X11. 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 r (18. SEE ATTACHED SHEETS FOR TEST RESULTS 1 S i' riV F /IT 5 hl T �Cd ��7 ikpf i� /OU, /O 82 z /5L' /5/-•, 7, /5 %7 Zs.- c/ fY_ e yS 1 r L 7;'..? 6 �i T I� -7 d a! Tlhit, F- 7 r 1 A G _L 4-- S 7 •-••S 7 J J 0 P r-� 7 r i /7 O e TECHNICIAN: ENGINEER: REPORT No.: telephone (214) 941 -3808 SHEET OF svy 3 fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 U H H U O cn w <w z 7f H U z ow F V) Z X U w N F h z 1 W 0 In 4-1 rza z ww< 0 0 E 4 -4.4 E+ o w C 0 w Fo0W• z w F oa w O NOG. F a H a F W O F a F w O F Cn Z az N H v C.\ INQ �-1 n1 M NI N1 M M ccs CJ M M N N Vl co 0 N 0 ∎n H z z 0 N 4 a w sxuvwau z C Q E I J�q C7 1— 7 -2 'c7— 0-1 -2 Ibs51 I y'ct ,5b v'sh 1 6I g '/6 /h Z 4E HZ 'PS 51 F_ '495 3 s 1 /...2,C I 17 'vb '°f 1 LE 'Pc 4 I Ib'£ 1 4 E Z Ell E-1 1 c I 0' z a f z/f 1S 'n JU! O U z" z/i 1 I. 0 z� a 1Iwv I.� p 'LI' 1z" 11 ACTUAL PEN. (FT.) C J IS..;; elf L ,r 2, z I u fj 0' n 1 i isl egg ,s oz 6 /II 1 1 n -z tzl O En QS HI O 41 CJ W 0 0 H U w y H H lyJ w O 0 E• Q C w a 0 H aa� 0 U 0 U U H ca U O cf) to C (n w z •7f H zz o V H i a4 Z UC:U O H F r] Z I U t/1 Z o. a a E-1 a 0wC ❑r-. F❑❑w a w a E( 0 H O W F F C7 H❑• Z C, E !:W CrnW U F z C O F F W Ftn ,Z.. z <z H H w 0 az N N F 0 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: CONTRACTOR: HILL WILKINSON, INC. DATE: LOCATION: COPPELL, TEXAS SUPPLIER: SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION SET 2 LOCATION CONCRETE STRENGTH TESTS 6641 /O 1 9G SET 2 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 SHEET S OF S� fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 CYL. No. MIX SLUMP in.) DATE PLACED DATE TESTED AGE (da s) TOTAL LOAD lbs.) COMPR. STRENGTH psi ,Sz f7- /8 2 9G /0 9 -94. 7 80204 zleG/ Z- /o -3a -1G 2-6' I 11 z 0 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: CONTRACTOR: HILL WILKINSON, INC. DATE: LOCATION: COPPELL, TEXAS SUPPLIER: SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION SET 2 LOCATION CONCRETE STRENGTH TESTS 6641 /O 1 9G SET 2 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 SHEET S OF S� fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 MIX DESIGN CEMENT CONTENT lbs. FINE AGGR. lbs. COARSE AGGR. lbs. W/C RATIO •als sk REQ'D 7 DAY •si REQ'D 28 DAY •si ADMIX SET 1 Daa SET 2 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: CONTRACTOR: HILL WILKINSON, INC. DATE: LOCATION: COPPELL, TEXAS SUPPLIER: SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION SET 2 LOCATION CONCRETE STRENGTH TESTS 6641 /O 1 9G SET 2 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 SHEET S OF S� fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 PROJECT No: HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER CLIENT: HAVERTY'S FURNITURE CO. BRIEF DESCRIPTION AND LOCATION: r -4 5 c� WEATHER: Pa-A TIME: START WORK: t..'. '30 PM WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. DELAYS: telephone (214) 941 -3808 PIER INSPECTION FOUNDATION CONCRETE INSPECTION SUB SURFACE DRAIN INSTALLATION SELECT FILL PLACEMENT LIME STABILIZATION FOOTING INSPECTION GENERAL INSPECTION REINFORCEMENT STEEL INSPECTION TIE —BACK INSPECTION REMARKS: c. s 5 j jr-re--v- C- 6 c_c c s e k cA_LaX_u t s c_ cL 5 o-, 1 0 1 `1 TECHNICIAN: J J b ENGINEER: REPORT No.: 1 fax (214) 943 -7645 DAILY FIELD REPORT REPORT DATE: I o -z b HJA JOB No: 6641 TECHNICIAN: REVIEWED BY: STOP WORK: oo PM FIELD DENSITY TESTING CONCRETE CYUNDER 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 235 Morgan Ave., Dallas, Texas 75203 -1025 U-t-t \(t re back �\l Meek. `1 SQw2x L. ,.-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 (oaf) DRY DEN (pct) MC DRY DEN YES NO SL o l i \Z.0 11g. b S .1 34, Io 14.5' 5eA a- AA 5IfbA-ct_ 51.- 0 2 ZJ des q l o 119 L 9 "2.. -Ls. -z51 X 5-.--2 o-- cic,L A s ka. SC o 3 i- 5 C-a- c e t2 o 119. L 1 1 3.( 0 I S. o 9 5 o K 02* 0-cL() 51,L.LA 5Lo A- IAc 4- 5 ,...r t-e. 12_o 1 1 9.L to3, 1 I S, t B�.Z X A a-\\ a.cL c s1-Q-V-Ct_. 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 geoscienca consultants FIELD COMPACTION TESTS PROJECT: HAVERTY'S DIbIHIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: to 2 9 b WEATHER: eo...c COMPACTION METHOD: REMARKS: �e 5-1- l\loS. SLc SL.oL a_-s, Sl oq o to. c��tis' d S\ O S. SLo t 5 L G Z 0. Y v e J J tom„ ww S -•-{Q Tu 5 5 Y cn <IT reC v -p 5. TECHNICIAN 3,1,,_) os` ENGINEER REPORT No. SHEET 2 OF telephone (214) 941 -3808 tax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 r 0 ©0 o© 0 0 0 50 100 IN ID MI NI In SCALE FEET T irs±Lo v T T T i SLo� ©0 0 0 0 ME( cRL UT tL I Ty C rk LL HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN 200 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE 3 0A S DATE: AUGUST 1996 U r e..„,. 6 o_o A akcc�nc.4 l i le: c r ILA T i c/\ 2 l a 0.,-- LABORATORY ASTM D 698 FIELD DENSITY: T ST AST M D 2922 MOISTURE: ASTM D 3017 PROJ S SPECS. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (pcf) DRY DEN (ocf) MC DRY DEN YES NO Eck At SV Cf.- 5-c_a_ c.-'k i c A sl, (LS 121.8 II I-1 l5 cl 5. X E oZ .i- S� -C--e- Sea 0.-tlro-c-1 A) s A- 11.E cz(.0 115 II .6 94.1- X TU 0 et- 1 '/z' ci,:_e-.9 L S- ai o- ct-_n_ n s t..s Q.."i 2Q-. c3 95. 1 9 2 7_ 24.3 91 o 7-0 U 0 l z' d e_ �1 I- s a o-c.La s L .2-i- �1 1 n 6 0-.-5 gg. o -I-9- (0 Q f 2 9 J. .J X it L O 4- Pc-4- 51..,..,--c-d_ L 5.Q-4._ a. -tic-c..._ c_1•� d s La-e k— 2_4.0 9S 4 1 3.3 1-a z_ 98.1 X TELO S Pc i- s ,•--r F,_ c._E S-a_,� ac ,,_,Ld s L-0.-kt \L (-2-1.B 1 1 to 9-5'3 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 PROJECT: HAVERTYS DISTRIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. LOCATION: COPPELL, TEXAS WEATHER: Pci--c 1 c_ U.) G- rn COMPACTION METHOD: S( -ec REMARKS: t‘ o s E o\ 1 1 k_304 c T u o S re_c, rem to z 5 t 1 e S, C O T s iseS E. 2_ a-, TE Loo TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 U3 Jot_. s+ FIELD COMPACTION TESTS HJA JOB No.: 6641 PROJECT No.: DATE: l o w..41t Y'ti,F.c�t S a ye t rn 0 i 5 SHEET F- OF 5 fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 o ©0 0 0© o o a _T. T]_. _T I I I I I I I I I I I �r .'1.11' III MI SCALE FEET 0 0 HJA No.: 6641 4P/ #°6 ©0 0 EL_Ec- r21cAL U T I L Vr`e e c HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN a 5a too 200 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants DATE: AUGUST 1996 PLATES of