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Gateway BP(1.4)-LR 961015HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT No: REMARKS: ✓.h��n� d .r /7 s ��a /�a� r L 2.-7,9 .2 ,90 2_,P9 Z95 3v 3o TECHNICIAN: ENGINEER: PROJECT: HAVERTY'S DISTRIBUTION CENTER CLIENT: HAVERTY'S FURNITURE CO. PIER INSPECTION FOUNDATION CONCRETE INSPECTION SUB SURFACE DRAIN INSTALLATION SELECT FILL PLACEMENT LIME STABILIZATION FOOTING INSPECTION GENERAL INSPECTION REINFORCEMENT STEEL INSPECTION TIE -BACK INSPECTION REPORT No.: C'' 7 7- telephone (214) 941 -3808 fax (214) 943 -7645 DAILY FIELD REPORT REPORT DATE: /D 1X HJA JOB No: 6641 TECHNICIAN: /7/.e. REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: d rem tom 97 WEATHER: „4 A, ,,i r A'y ,-./p 4 4 G6 83 a TIME: START WORK: &o T OP WORK: ,00 fM DELAYS: WORK. PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. 10. FIELD DENSITY TESTING 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 18. SEE ATTACHED SHEETS FOR TEST RESULTS C"/7 7 /7 C.t /49-71 C.:1-r-- 1 .S ir7 7 C,/ s ../c..- S"r i7 n Y/e-;- c &ys 2.75 .2 <f) 2 7-c 2 74, ,Z 7 7?. 3 7e, 36 3/ 7, 3,_ 3 ,_:,-,c/ 32,5 1,.. e SHEET OF 4— 235 Morgan Ave., Dallas, Texas 75203 -1025 HJA NO.: 6641 44-33 !v�-s t �z<r e 71 /9s /rl`j 10 /Y 2D 4 1700 i"'rt c-k-- 7 74— hen A s ✓J /L�c+� PROJECT Haverty t s Distribution Center DAILY FAD REPORT (CONTINUED) Inspector •PAGE 7 C REPORT NO.: D DATE: /O 9 6 HENLEY JOHNSTON ASSOCIATES, INC. engbuering geosdenee consultants S)21\1W311 II 1 w r C -)s6 I 14,I I L-] G H H b 'L iya,,7 l h 1 r3 Sc J‹- 1 2 71' f .s I s'c I a' I (pp 1 G I 0- C v I w ,t,. Ube l I 1 V vs I c I -t .f'. 1 NAV1sK1'Y DEPTH TO START PEt1 FITL. (FT.) 1 1 1 l� t M i -p cz1I 92211 e s 0 v r C1 HENLEY JOHNSTON ASSOCIATES, INC. engineerhg geoscience consultants PROJECT: HAVERTYS DISTRIBUTION CENTER PROJECT No: CLIENT: HAVERTYS FURNITURE CO. BRIEF DESCRIPTION AND LOCATION: sA-5 WEATHER: QJ c.. 6 bre�t� TIME: START WORK: g 3 STOP WORK: it to A DELAYS: 1. 2. 3. 4. 5. 6. 7. 8. 9. TECHNICIAN: ENGINEER: REPORT No.: 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 telephone (214) 941 -3808 fax (214) 943 -7645 7C) 10. FIELD DENSITY TESTING 11. CONCRETE CYUNDER PICK —UP 12. GROUT CUBES 13. FIELD GRADATION LIME (x 14. FIELD REPORTS 15. FIELD SAMPLING 16. TENDON PROOF LOAD INSPECTION 17. PIER INSPECTION RETENTION 18. SEE ATTACHED SHEETS FOR TEST RESULTS REMARKS: P TA 1 l rem c 9 6 c.4- -4 c_e oar -Q-a DAILY FIELD REPORT REPORT DATE: lo HJA JOB No: 6641 TECHNICIAN: sl,J, sue. REVIEWED BY: 1 ,`.Q -Gk sus 5 SHEET OF 3 235 Morgan Ave., Dolts, Texas 75203 -1025 U+:,\:'t.. �e.,..cA,_ b& k 3i E le ate: c_a Elect roc aS1 CL <LI* S- a. 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 (pcf) MC DRY DEN YES NO E o Rc+ 5�--rc-0--<-9 5 e e� o,-e A s -ems. t t Q t 2 t S I I B. I 13.1 9 i• n E\ O p# s-, ..c- a-<..g_ Saul_ d a c-LA. A s 1r-Air c.j_ I. t. e) 12t. 6 121.8 1 3 b 10 X 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: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: to -IS -q b WEATHER: ©n;ercas (8 tree 2� COMPACTION METHOD: REMARKS: a c- s o e TECHNICIAN ENGINEER REPORT No. e 7 7 re. q J r z v TS FIELD COMPACTION TESTS SHEET 2, OF 3 telephone (214) 941 -3808 fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 0 0 0 0 0 0 0 0 00 0 50 100 200 OS MI NO SCALE FEET 11 X 0 78 ELEcr UflL \TY a(} HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE 3 01 DATE: AUGUST 1996 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: CONTRACTOR: LOCATION: SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION SET 2 LOCATION CEMENT FINE MIX CONTENT AGGR. DESIGN (Ibs.) lbs.) SET 1 SET 2 COARSE AGGR. (Ibs.) W/C RATIO (sals/sk REQ'D 7 DAY •si) REQ'D 28 DAY •si ADMIX TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 HAVERTY'S DISTRIBUTION CENTER HILL WILKINSON, INC. COPPELL, TEXAS Y'o z/ 0 'S SET 1 (77 fax (214) 943 -7645 CONCRETE STRENGTH TESTS JOB No.: DATE: SUPPLIER: 6641 9G L L �is9a SET 2 .2 7 3 .Z 7. 2 7' c ,z 7 G, 7 7 7, 27 -,.moo/ 2 r SHEET OF 235 Morgan Ave., Dallas, Texas75203 -1025 SLUMP _�in. DATE PLACED DATE TESTED AGE da s TOTAL LOAD (Ibs.) COMPR. STRENGTH psi CYL. No. MIX 5-2- `/i /O 9G /17 '2-7 -G 87 SDo 3 095 z 2 -8 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: CONTRACTOR: LOCATION: SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION SET 2 LOCATION CEMENT FINE MIX CONTENT AGGR. DESIGN (Ibs.) lbs.) SET 1 SET 2 COARSE AGGR. (Ibs.) W/C RATIO (sals/sk REQ'D 7 DAY •si) REQ'D 28 DAY •si ADMIX TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 HAVERTY'S DISTRIBUTION CENTER HILL WILKINSON, INC. COPPELL, TEXAS Y'o z/ 0 'S SET 1 (77 fax (214) 943 -7645 CONCRETE STRENGTH TESTS JOB No.: DATE: SUPPLIER: 6641 9G L L �is9a SET 2 .2 7 3 .Z 7. 2 7' c ,z 7 G, 7 7 7, 27 -,.moo/ 2 r SHEET OF 235 Morgan Ave., Dallas, Texas75203 -1025