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Gateway BP(1.4)-LR 961003HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER PROJECT No: CLIENT: HAVERTY'S FURNITURE CO. BRIEF DESCRIPTION AND LOCATION: 4,4, /I/ ell,- WEATHER: A /4 A L /a„ 4 Go TIME: START WORK: G ;OD /V STOP WORK: DELAYS: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. trf 1. PIER INSPECTION FOUNDATION I 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: s 19g, 2/0, 2) cc S TECHNICIAN: j�-- ENGINEER: REPORT No.: e/ )2 -,2C ZC79 44 .2o9 2-2 c7 l e, z f /4-e Go telephone (214) 941 -3808 fax (214) 943 -7645 DAILY FIELD REPORT REPORT DATE: /O— 3— 94. HJA JOB No: 6641 TECHNICIAN: ij REVIEWED BY: r,s� e-.-X •P• d G /3vP/i 10. FIELD DENSITY TESTING L_)'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 t- SEE ATTACHED SHEETS FOR TEST RESULTS SHEET OF 235 Morgan Ave., Dallas, Texas 75203-1025 2 7 2 2 G i 2 2 7 G y .2 2 !3 !IJ CN'L 117," l j� /hdrv5 {lams Ca5L )v 2// 21 Z HJA NO.: 6641 DAILY FMCD REPORT (CONTINUED) PROJECT: Haverty's Distribution Center Inspector R.F' 'OPr NO.: DATE: 3 9G s C d _i hi, /A h 1,9 1, c��� e if s r L T Gsrn GJ K W .1S sC �L H y f7 rr O /�S GJ-, //2 �!d /v PAGE Z CE" HENLEY JOHNSTON ASSOCIATES, INC. engineering geosdence consultants tn H U O crl tnC cn w w z ■JS H Z Z O 41 v M rzl 0 OHF Z aHa Zo a F c U aza c am 0. 1-.1 E- O W Z F w ti w a LUG Hoc. F a F a w a F O F a F E- Z F Z F U W 5. a z az H H w H 0 aZ Lt; M 1 M N) M N in in M t c ;v M rsc N '1 M N Vl M M M M N V) L c K sxuvw2u r L I r2 2'(.y j 1 7'J 1 9 g s� '/h 1 `.(l L� a /7 f 1 1 `9S 2'651 'GS 'hS 12 '3 6 '5T 2 1 Zl I Z 1 "7/2f' '7 '0E I 5 1 gi /c I s'ZE I 4 I ng e Cl' z /c 1 agr 1 I /Z- I C' I o't r nib o'gz e r l 1 DEPTH TO START PEN MTL. (FT.) I I s m 51 ',7 Q "r 3 I "J U a.7 "1 I M E• a H H v H O a Z N O 0 H U cv a z a C w H H C.4 0 al a o C C a 0 U 0 U w W z �2f H Z Z o F cl z X U w 0 H F h z U t!1 W W F �7 z 0 C7 0 ha H a H O W C 0 w FODW`� a w a F W 0H0 H a H F H C z a w 7 H w0F aFa. O Fcn Z Z U W I: W H 0 a K riz rsc 0 CYL. No. MIX SLUMP (in.l DATE PLACED DATE TESTED AGE days) TOTAL LOAD lbs.) COMPR. STRENGTH psi 3 2- s/z /P 3 -9/ /0 /o -5G 863 a 3.0.57. Z J /0 9� O' ,Do 3 f 23 PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641 CONTRACTOR: HILL WILKINSON, INC. DATE: /0 3 —9G LOCATION: COPPELL, TEXAS SUPPLIER: HENLEY JOHNSTON ASSOCIATES, INC. engineerng geoscience consultants 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 Xi..-5 .3o S 3/6 CONCRETE STRENGTH TESTS SET 1 SET 2 SHEET OF 4. fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 MIX DESIGN CEMENT CONTENT lbs.) FINE AGGR. lbs.) COARSE AGGR. ibs. W/C RATIO •als /sk) REQ'D 7 DAY psi) REQ'D 28 DAY psi ADMIX SET 1 o SET 2 ,Do PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641 CONTRACTOR: HILL WILKINSON, INC. DATE: /0 3 —9G LOCATION: COPPELL, TEXAS SUPPLIER: HENLEY JOHNSTON ASSOCIATES, INC. engineerng geoscience consultants 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 Xi..-5 .3o S 3/6 CONCRETE STRENGTH TESTS SET 1 SET 2 SHEET OF 4. fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 PROJECT: HAVERTY'S DISTRIBUTION CENTER HENLEY JOHNSTON ASSOCIATES, INC. engineerhg geoscience consu taits PROJECT No: CLIENT: HAVERTY'S FURNITURE CO, BRIEF DESCRIPTION AND LOCATION: o A c _C sz �c Lc ee WEATHER: co-7'C 1.3 11A- TIME: START WORK: -2,', o o QM STOP WORK: DELAYS: THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. 1. 2. 3. 4. 5. 6. 7. 8. 9. REMARKS: s'k a v� k z PIER INSPECTION FOUNDATION X) CONCRETE INSPECTION SUB SURFACE DRAIN INSTALLATION ENGINEER: REPORT No.: SELECT FILL PLACEMENT LIME STABILIZATION FOOTING INSPECTION GENERAL INSPECTION REINFORCEMENT STEEL INSPECTION TIE —BACK INSPECTION TECHNICIAN: telephone (214) 941 -3808 OG WORK PERFORMED DAILY FIELD REPORT REPORT DATE: t o 3 -g HJA JOB No: 6641 TECHNICIAN: 3. v s REVIEWED BY: 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 SHEET OF 3 fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: 1 o 3 a to HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants Ls `t +Y'2M a, 6 0.L1C U 1 Q InL��vll C0. FIELD IDENT No. SL L 0 SLc LOCATION LAYER I /z d -4-4.-g 1 01" ..--C F &JR. i s1 sL04 S am 5 -L 3 (Lei -esk SL01 cL�T c%_c.-1 s kc. blest St_oZ d r--L 1 S eA 0--k o_c LABORATORY DATA ASTM D 698 OPT MC 1(x•0 1( D STD DEN (pcf) I t o Z 110,'L (1.6 lz(.8 5,1 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 DRY DEN (Pcf) to S.( 109.4 9 to.o 00.0 l I e.°1 cl S. MC 11.3 20 Z. 6 DRY DEN q 5.8 oZ.Z 99,3 COMPLIES PROJECT SPECS. YES X NO 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 WEATHER: Py rT�. c icw�.� i COMPACTION METHOD: REMARKS: NA c-o y lo TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 fax (214) 943 -7645 HELD COMPACTION TESTS SHEET Z OF S 235 Morgan Ave., Dallas, Texas 75203 -1025 0 Q© O© 00 I I I I I I 1 I I 1 T 1 T T T T T1 T T T® 1 0 50 100 la IN I la IN SCALE FEET t- 4- 0 0 0 0 crii Pc c L L HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN 200 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 DATE: AUGUST 1996 GLoL, (Io' N c>; S,Gur6. PLATE 3 al s U -:l c.L, 6ocac( E 1ec4t-.i c..,4 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 (pcf) DRY DEN (pcf) MC DRY DEN YES NO TZ.olo 1 /L' 5 0 c_kk- c s 1410,_-1-c 2-L .1 92 .3 8L, 3 94.0 ,1 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 PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. LOCATION: COPPELL, TEXAS WEATHER: L c�Qw COMPACTION METHOD: REMARKS: T\ HENLEY JOHNSTON ASSOCIATES, INC. engineerng geoscience consultants TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 L D v1,. FIELD COMPACTION TESTS HJA JOB No.: 6641 PROJECT No.: DATE: o 3 _9 SHEET 1- OF S fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 0 0 0 0 0 0 0 0 0 0 0 50 100 200 IN SCALE FEET 'TEL 01, 1 1_ -1 1 47L-4".&‘. ©o oo E t.rccr -tC L5 L t TY G t L. HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE Lo DATE: AUGUST 1996