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Gateway BP(1.4)-LR 960909HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISIHIBUT1ON CENTER PROJECT No: WEATHER: 0 TIME: STARTW IZ; IS PM DELAYS: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. CLIENT: HAVERTY'S FURNITURE CO. BRIEF DESCRIPTION AND LOCATION: R;2_. sA TECHNICIAN: ENGINEER: REPORT No.: 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 telephone (214) 941 -3808 REMARKS: Pa,- 2 '1 1 a o �n 5 t DAILY FIELD REPORT REPORT DATE: 1- 9 q b HJA JOB No: 6641 TECHNICIAN: J,� REVIEWED BY: STOP WORK: oo P (11 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 u o .-e `moo sue_ Le c s 2 -""r --m re 1-r 4: 9-„-. L-'9-`"A P� u� j r LAO +4'4 SHEET OF fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203-1025 WEATHER: COMPACTION METHOD: U REMARKS: r� .1-e_ 5 S n.to_ TECHNICIAN ENGINEER REPORT No. 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 _q (0 L; FIELD IDENT No. 11_11 L W 2513 1,320- W 2�C W28t� W2g1 twzil LOCATION LAYER o Q }4. D 0 5 e e o� fati c-k-e..,D S l4.4k-c1 aka -LJ s S4- 4-cl- J s Ic�tc LABORATORY DATA ASTM D 698 OPT MC 11.8 1(.8 lt.g STD DEN (pcf) 121.5 i1.8 121. FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 DRY DEN (pct) 119,2_ 11_04- 1 '2_.o. 118 114. 115,c\ MC 4,4- 4 b 1(0. I 14.4 14.1 DRY DEN q'1�R I'll, 3 lo 4,o as, 2_ COMPUES PROJECT SPECS. YES X NO 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 telephone (214) 941 -3808 D 3 pa fax (214) 943 -7645 FIELD COMPACTION TESTS SHEET Z OF 235 Morgan Ave., Dallas, Texas 75203-1025 0 ©Q Q o© 0 00 —Y— T 7 w 2156 t4715 WZs, wz 0 I I I I I I T 1 fi 0 T Tr SCALE FEET T- e+G I I 0 50 100 200 0 0 0 0 O 0 O 4 4* ,035 S�xTN L t T HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE 3 o f� DATE AUGUST 1996 W _s_A_ Po-A. a_ Fa 3'=� L. 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 (Cc() MC DRY DEN YES NO W 7-6■ {Lnks o* W 2^11- S t o ,,'P c_is,2.d ski 1-t_L_ IL, ,o 1 1 o, z I o S A 41 1 o I, z >4. 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 consultants PROJECT: HAVERT(S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: q.q A b WEATHER: yw, COMPACTION METHOD: REMARKS: Q c ZS o Li) 2� 1 TECHNICIAN 1, 0-Ly, ENGINEER REPORT No. Zi SJ D telephone (214) 941 -3808 o i FIELD COMPACTION TESTS SHEET 4 OF -7 fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 0 0 0 ©0 0 0 0 0 0 0 SCALE T —N 50 100 200 FEET t ©o 0 4 -Le-4 --1-- -i- Ttt i 2D Li �T HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE S vf� DATE: AUGUST 1996 W c a-a_ Q 5 1 L� ci* 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 (pct) DRY DEN (Ocfl MC 0%) DRY DEN YES NO L 2c 0 S, a cQ,a1 614-4-.k-4-Q-- 108,2 t'Z.$ 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: Q_ 9 WEATHER: COMPACTION METHOD: REMARKS: I ►J W 290 I S�-2 HENLEY JOHNSTON ASSOCIATES, INC. engineerhg geoscience consuttaits FIELD COMPACTION TESTS TECHNICIAN ENGINEER REPORT No. %3 SHEET Z. OF 7 telephone (214) 941 -3808 tax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 0 ©o ©o 0 0 0 0 50 100 200 SCALE FEET Z T H- -�--1- e fi TTAT 1 1 X44 wz o K T T 0 --0 F12s1 LIFE 0 5 CD HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE -7 o DATE: AUGUST 1996