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Gateway BP(1.4)-LR 960908HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER PROJECT No: CLIENT: HAVERTY'S FURNITURE CO. BRIEF DESCRIPTION AND LOCATION: `r,:e_\d -a k¢_s s WEATHER: (\.o sc s 8S `io sly. -t bvea to TIME: START WORK: 1 7 3 Pm ST WORK: 4. :oo PM DELAYS: WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. 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 D, 3 10. FIELD DENSITY TESTING 11. CONCRETE CYLINDER PICK -UP DAILY FIELD REPORT REPORT DATE: 9 t. HJA JOB No: 6641 TECHNICIAN: LL) ,n s REVIEWED BY: 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: `Qe, l o 4-:/. LA," s c� �c s4- ct_Q._e_ 5 to l_. n -te,o_ a l -e 4.2_ s a l A 5 vs rrv�- L� 2 nJ L: Y L t' 1 0 i.-) S-e_ t$0 -1-e e -sue a_. a <S s n" TECHNICIAN: lJ cry s o, -t L.a. s t. o. rte SHEET OF 9 fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 Wa relti.o-, ;4._ Po-c1, Sel�ck 7 ..:-lj 53 L v LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPLIES PROJECT SPECS. HELD (DENT No. LOCATION LAYER OPT MC STD DEN (Pc() DRY DEN (PCfl MC DRY DEN YES NO W 2teZ Sr..a a A k e c L d -c-L t l S 17-IA 111.°‘ 1 5 1 .141 1 3 2l. 3 S.. a k o c-L I s c 1 c Q it. 8 I z I g 1 1 4 1 15,0 4 11,o x W 210 4 I I.8 (ZI. g (e 5.S) 15,10 95, 1 X Set_ o- c-Q...2_� c Ito -r-4._ 1,.) 1c-c-L,_ 1 121.8 1 I l0 o 15, 2 9 5, Z X o. d. cLJ s W 26 L S 6 ,4-.._ ctt-J 4rk.� kt-L. i 1, s (21.8 to I 14 I I S (o X (,a 2L n S,A_L. o- Vra -c-t. a,4) et k,a--k. 11.8 17-‘. g )1-0 3 14. o 9U g X W 2(, S II ra,- (1. 121.8 1 16.1 i S,'L 9 5, 3 K SA.e o- e-c�.,t� 41�Co_ t-r-L W 26 9 S24._ ex-t-l- c-e- S (Cn --t-t, 11. 121. S ‘15,1 15 ,S 9 .S o X loll 0 11,8 121,8 11(,9 15',0 6 16.0 X S Cut_ a` I w Z1 1 n Se aka_ 6- r_S;..,1 11, 121. WI. 12 9 6.3 x gle_sLA —Q� 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. engineerhg geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: q /g /g c0 iammr WEATHER: (A� S 3 S f sl L b�,-ce 2 COMPACTION ME =THODI: U REMARKS: kl1 5 a2 tr.” v c..1 'Sat.. TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS SHEET 2- OF J fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203-1025 o ©0 0 0 0© 0 00 L] -1 I I T 1 1 T T I 1 TT 1 y S tJ3 �3 1 ®3 1 ®3 3 -1- I 1 i I 1 I T T T 1 oK L 0 50 100 N MB Ili II SCALE FEET 200 0 HJA No.: 6641 E f r'A DATE: AUGUST 1996 7 0 3 0 o 0 0 HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PLATE 2 5 w cx-re t■-cf P0.d S4-4`A- =�L( 3 r4' 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 (pcfl DRY DEN (pcf) MC DRY DEN YES NO W 2�1.- 1 I t•S 11.-1,8 I I l A to, ab• X 5¢.Q_a a•cL ska4 -c L 6 3 L Sao 0. o- e.-1 SkoLk -c,Q,.. 11,g I2_I.8, 1 11.3 (Z.9 6 4,3 )c w 2't c4 SzLe_ o- 1 s l ctic-d.. t S 12-1.8 o5.9 q i 4.t 9 5, X W 2'1S a"tk'c.a...,_ k& 1l,$ (2t.8 It ?,'L 13.8 4L,2 w2'1 S --e..` al•3t LJ vLJ 1 \.8 12t,B (16,'1 11,7 ai?.4 W ter? se& o_ c LacQ c ka.A -c-L_ t 121.8 122 a 0_,(, I o o 7_ X 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. engineerhg geoscience consuttaats PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING Co., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: q /8 /q le TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS WEATHER: n S R 5 g o hvo-12 z e COMPACTION METHOD: REMARKS: T¢5k 1J V12 i low vv ot. 5}wr� IQs,n.•u --rmv 5 J' SHEET OF fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75=3-1025 I 0 0 ©0 0 0© 0 Q o N 0 50 100 200 SCALE FEET 0 ----0 W2'155 ;W2'1® .Z-® 10 2'12 IT I I i w Z� i I I I I T —t- -r e Tk 1Q1) 1.,.1 FT HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No 6641 PLATE T D F i- DATE: AUGUST 1996 HENLEY JOHNSTON ASSOCIATES, INC. engineerhg geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: q /g /9', WEATHER: S.r., RS go s11 t,r2 COMPACTION METHOD: REMARKS: e sk t4 o. W 2'tq L< b a �w a t ..a Pt-l1 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 s FIELD COMPACTION TESTS SHEET OF fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 Wx..y t ,c. pa41 -u_ c_AQ l 5t- L.. k LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPLIES PROJECT SPECS. FIELD (DENT No. LOCATION LAYER OPT MC STD DEN (pcf) DRY DEN (pcfl MC DRY DEN YES NO W 2'1 `C 22 t-e_s4 o-c w 26 l S. QS' a.A4-4, aQ, cQ 9r1.44A'cC„_. 11. o I—.23 17..1-,S 12.0 loo 2 X 2 1 �k-e. Sk o W 2(00 S-e-a_ a o c L g Q S le- a A r Q l 6 o k o. Z I l I g /5" I o I. S I W 280 y,_ a A- c a ske_-k-c_t_. \k.0 12i.1 11-4-.L. 53.1 Io I, 9 (J 2-' 4-e s A- a 4- 1,7 12(0 c;, d c- 1,...i 5 Le:61, tk.o 0-.1.3 Iz0.4 lt..$ 88.4. X 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. engineerhg geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: q /g /9', WEATHER: S.r., RS go s11 t,r2 COMPACTION METHOD: REMARKS: e sk t4 o. W 2'tq L< b a �w a t ..a Pt-l1 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 s FIELD COMPACTION TESTS SHEET OF fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 o ©o 0 0© o O 0 ,.B T 0 0 50 100 SCALE FEET r 1Z5T` a FFZ" HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN 200 HENLEY— JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA Na.: 6641 PLATE 7 o /j DATE: AUGUST 1996 s Ino,,3 96.8 S.aleC-� RI.QD 15� L. G-k LABORA ASTM D 698 FIELD SITY D D 2922 MOISTURE: ASTM D 3017 PROJECT SPECS. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (pcf) DRY DEN (pcf) MC DRY DEN YES NO S 0 2-1 9-9_42s ec- Sol-S L. 11.8 121.8 (1'1 14.8 Q b. 1 ).t. S &Q o.A tb- cLA.e. ska.l -e S O 1-1 �--k&s\ o Cr- S o'2_o SQ.2 o_ c fri_d s kiLirc Q, t t.'?1 0 8 I I13. 1 l 4-.c1 4 \1 JD 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. engineerhg geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: 4 1/6 (q WEATHER: (Y\o COMPACTION METHOD: REMARKS: ft lA -.es TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 fr FIELD COMPACTION TESTS .3¢ 0d SHEET OF y tax (214) 943 -7645 235 Morgan Ave., Dal las, Texas 75203-1025 0©©© 0 0© 0 o 0 T T T1 T T1 0 T -mo ©o oQ N 0 50 100 2010 1 SCALE FEET T HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE I 0 4 .1 DATE: AUGUST 1996