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Gateway BP(1.4)-LR 960923HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT No: PROJECT: HAVERTY'S DISTRIBUTION CENTER REPORT DATE: q— z 3 9G HJA JOB No: 6641 TECHNICIAN: 4/ 0. ('Y, REVIEWED BY: CLIENT: HAVERTY'S FURNITURE CO. BRIEF DESCRIPTION AND LOCATION: DAILY FIELD REPORT TIM: START 3 0 RK: c ,00 �6 a STOP WORK: /S DELAYS: 'N 3P 444/9,'cvrw )0:170i 9,a 4r /0;49¢s1/4 3191_ 304- 3D1 WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. (C/1 1. PIER INSPECTION FOUNDATION 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: /2 ve- j d ,41 71 /e,- S r n ��J 74 y-- ,9 4- 9'9 P8 5'6' ,97 1_ P N.; /mss Al.,' 5 r Y r TECHNICIAN: 7/1„,e„. ENGINEER: REPORT No.: telephone (214) 941 -3808 fax (214) 943 -7645 frr10. FIELD DENSITY TESTING 1. 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 X18. SEE ATTACHED SHEETS FOR TEST RESULTS 34) 34 1 3 5 10 i S2 5 sue, v /v 7 z/ ,4- �e sr /mo SHEET OF 8 235 Morgan Ave., Dallas, Texas 75203 -1025 REMARKS I b 1 I -1 z °-/I )fr, o-- 1 IC 1 Is�6 Ip 6'F a H E-■ W 1 r♦ l ',c3'2 �I ovs P15 I N C C f 'qI. l 1 Ia /)9s1 b YC g 4- 4 1 '7 1 17 1 I z 1 0 5 1 /ri I S /s' 1 6�rf 5 1s 1 1 z ��r 122 I a o� 1 I OW 1 crffz p 'hz' 1 //Br ACTUAL PEN. FT _1 1 1 1 '17 1 I O'Y 1 1 I s'I V 1 07 1 6 I� "11 l I 11 T I JS 'z 11 1 I 2. �'x 11 11 il cn H O O W 0 r sxt1vw321 II Li 1 If (V 1 z z I I al E GO I a n'S. 6 I 1 fro 1 'c' 1 Ss a 1 '4S I ''fr I 177 n'Lc' l 1 0 81s� 1 s' 1 017 biE 1 °'p£ 18 rr 7 SE "I£1 I I to c o s� 10'6f 1 'Yr 0'.67 i 1 0/ 7 PT 1 a'/G f I 1 ACTUAL PEN. (FT.) 1 1 J' 1 7 7 1 1 1 1 I I I 1 I Q Y I 1 P -rfiJI i 1 II I-T-1I I h 1I I I e"--• Ip II 11 I JY 1/ cn co 4 O M J cn w 'r 0 Z REMARKS 5a cf.) I' U co 1 g -1 z 1 a w a sg czc p T Z ✓S z_gs I S IZE igc n' buls2 ✓1 l 1 ")'17"-- o has l c z, w t-1 C:7 (sa H Ss. 40a-- n `1 EC w wa.E. 1 I o"1Y I o 'h 0 9� 0Zr o'6Y o'S 7 ob r o 'f r l 5'zE 1 i 1 0 1 1 a'" I S ACTUAL PEN. (FT.) I I L r r 1 Ui d q 1 7 I y u� Q6 0S/ 0-61 7' C/ -z gr/ 0Y/ 1// a. H r y 0 o r- 0 n w�� as 0 0 0 U O in 621 H 5 al HI 01 ww< 00 o H 7 7 REMARKS Q1 H U (4 H EA <F U (n Z W Gt. a 7 H H r aE' 'r hN /S27 l LENGTH OF PIER (FT.) I1 /1 1 IV I nnr a :e z L ACTUAL PEN. (FT.) J.ilLSIHUII i f n I �s" z o H 7 7 5 0k% foc-rvt(Oac1— Sete ckctll (ot!'`UPr 1► It 4' h s 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 (Pot) DRY DEN (Poll MC DRY DEN YES NO 5064, F )jrcAri.a 1 it i .0 i IU.a io s9 105.4 Icosci 1(0.1 qh,. I q5,60 K K X So6"2 50to8 1 11 Jo 1(0.5 91,1 X Sob) 1). a Io5.011.a, 95,3 K 5t,10 11 1 0510 I lD 9 q 'S 8• S0'1I j I, I05Pt Rol 9 6.1 K 5 o'1 t 11 IO(o31(o. H 9(0.5 X Soya 11 1, I01.811.1 9 7.1i X 5c14- 1053 II .0 c) to X Solt I> y I og IG.S Z q8, X Y 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: a lto^ HI COMPACTION METHOD: REMARKS: f 4-es k -s vv- a-{ (iv c C'tc,UirevmeAFs HENLEY JOHNSTON ASSOCIATES, INC. engineerng geQscience consultants PROJECT: HAVERTY'S Dlbi HIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL,TEXAS DATE: oi-a-3 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 T .1x ).A .ho ".iff l.t,l' g75 .1D FIELD COMPACTION TESTS SHEET /p OF C3 fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 0 ©0 0 0© 0 0 0 t I t 1 7 -�N 0 50 100 200 M IN NI SCALE FEET I I I T t 1 I T 1 T T T 4 r _4_ T- -4- o'10 507 S 1 --r So 1z �SO"13 I f f r r I 5015 HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 DATE: AUGUST 1996 PLATE o/9 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641 CONTRACTOR: HILL WIU<INSON, INC. DATE: 9- 2 LOCATION: COPPELL, TEXAS SUPPLIER: L. o-,— SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION �s /0 4) 4t /20 SET 2 LOCATION TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 SET 1 SET 2 3 702- 5 2;3 �M 8¢° (,5 05 3 CONCRETE STRENGTH TESTS SHEET 9 OF 0 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 Ibs.) COMP R. STRENGTH psi s2 9 113 /90 4 /3a /4'o 7 5.o7od z Z "li r z Z r l l i�vo 35gi 3 1 14 /2 r /9G Z /05'7 3 7/1 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641 CONTRACTOR: HILL WIU<INSON, INC. DATE: 9- 2 LOCATION: COPPELL, TEXAS SUPPLIER: L. o-,— SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION �s /0 4) 4t /20 SET 2 LOCATION TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 SET 1 SET 2 3 702- 5 2;3 �M 8¢° (,5 05 3 CONCRETE STRENGTH TESTS SHEET 9 OF 0 fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 MIX DESIGN CEMENT CONTENT (Ibs.) FINE AGGR. Ibs.) CCARSE AGGR. (Ibs.) W/C RATIO (Pals sk) REQ'D 7 DAY psi) REQ'D 28 DAY psi ADMIX SET 1 SET 2 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641 CONTRACTOR: HILL WIU<INSON, INC. DATE: 9- 2 LOCATION: COPPELL, TEXAS SUPPLIER: L. o-,— SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION �s /0 4) 4t /20 SET 2 LOCATION TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 SET 1 SET 2 3 702- 5 2;3 �M 8¢° (,5 05 3 CONCRETE STRENGTH TESTS SHEET 9 OF 0 fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025