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Gateway BP(1.4)-LR 960910HENLEY JOHNSTON ASSOCIATES, INC. engineerng geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER PROJECT No: CLIENT: HAVERTY'S FURNITURE CO. BRIEF DESCRIPTION AND LOCATION: ,,lam 4,, WEATHER: C/e 2 9/ TIME: START WORK: 30 as .a/s /'DD' Al STOP WORK: j/; .6',4 i /:DDpin ?,'cbs'A7 DELAYS: WORK. PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. 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: 2 2se- vec✓ 1 e c/ I/ /riy a-„ c✓ -50-G SA t-rl This ria C C.Zs'/ rrri i r o7 0;Gr/ �r s o 7 4 d s a0 h;e, to c y i n n) tom- S Nan g aao/ a e d'e f h.., Ts re? r r�u/ TECHNICIAN: ENGINEER: REPORT No.: (93 telephone (214) 941 -3808 fax (214) 943 -7645 DAILY FIELD REPORT REPORT DATE: f- /v HJA JOB No: 6641 TECHNICIAN: REVIEWED BY: 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 6 G ✓L SHEET OF 235 Morgan Ave., Dallas, Texas75203 -1025 n f) 0 QQ 0 a Ha E.-( W a 0 H wa OHO G. o H R+ H H D., 4wa J E Z z a H H 0 Q fi M ^'1 si ►"1 h1 cl. �f 0 vl rL h rl` h w 0 H 0 z HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: 9 /0— 96 WEATHER: i g 2, COMPACTION METHOD: REMARKS: A/ TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS SHEET 2 OF .S fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: AS ASTM D 3017 COMPLIES PROJECT SPECS. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (ocf) DRY DEN (ocf) MC 6 DRY DEN YES NO W29) Src ii% i .SXi..- I- 0 °v //9 /¢,G y1, 0 W292- I 1 -a X3.1 �s y W 293 r ,1 /6 0 /O.2 //U, 4- i6,/ /po 4- 1W2cH /tales/ of W289 //,0 18,4 /t. 5 I7:Z 14/2 9 4 45/. &A W 2 v I //8, 4 /3' 4- z 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. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: 9 /0— 96 WEATHER: i g 2, COMPACTION METHOD: REMARKS: A/ TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS SHEET 2 OF .S fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 0 p O 0© 0 00 T 1 14 -I- -�N 0 50 100 200 i I SCALE FEET �Q �p3G 00 0 -t- t i i r 1 1 1 HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE DATE: AUGUST 1996 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 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 SET 1 SET 2 3 CONCRETE STRENGTH TESTS 6641 9 /0 9G- SHEET 5 OF C 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 52 S' g 94. 9 /7 -gG .7 7S 200 27GG 3_3J .3 A-57 2 f SET 2 /o -8 -9G 20 /02 Soo 3 1 I 2 B /03904 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 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 SET 1 SET 2 3 CONCRETE STRENGTH TESTS 6641 9 /0 9G- SHEET 5 OF C 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 (gals sk) REQ'D 7 DAY psi) REQ'D 28 DAY ADMIX SET1 3DOo 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 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 SET 1 SET 2 3 CONCRETE STRENGTH TESTS 6641 9 /0 9G- SHEET 5 OF C fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025