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Gateway BP(1.4)-LR 960912 (2)
HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER PROJECT No: CLIENT: HAVERTY'S FURNITURE CO. BRIEF DESCRIPTION AND LOCATION: 12,2, s WEATHER: (,Zt. TIME: START WORK: DELAYS: 1. 2. 3. 4. 5. 6. 7. 8. 9. TECHNICIAN: ENGINEER: REPORT No.: '1',00 A-0\ 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: Qa.- -Y-oa (.J o-,-2_ ery 5 P 4-v-A 5 s o g t A 4,s-t A-t 5 S r Z t I; 1'Z �rlw. telephone (214) 941 -3808 fax (214) 943 -7645 REPORT DATE: 9 HJA JOB No: 6641 TECHNICIAN: S l A.„ s REVIEWED BY: STOP WORK: DAILY FIELD REPORT I I 15 (t 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 5 ice t5 qn SQIEC -.fl 1� cv_ (k) e .1 Iz 5.4 t5 +05 0✓. 4 Yi f Si SA SHEET OF 5 235 Morgan Ave., Dallas, Texas 75203 -1025 �t�A„,..,� P� 1 SQ-t_d. a t- „p 5 9- l.-. LABORATORY DATA ASTM 0 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPLIES PROJECT SPECS. FIELD (DENT No. LOCATION LAYER OPT MC STD DEN DRY DEN (ocf) MC DRY DEN YES NO IJJ 3Ito S� a+o.cl...Ld s tcQk-c.L- WS 11-1.8 11 14.4 qt..(. U 31'1 Sa-e a..t{ a.c.tt...1 4tcA. .-e-L 11.8 t LI.8 118.3 14,1 11, 1 X Ls '31 8 ca..e. a-tFs. gtz.n_k 11.8 i1.8 11 t.. 8 t'5" q 5,9 X W 31 Qi c_e.e ,�t\'o.c.Q.,dQ( s 1 44 1 -4 e.-1..-- t 6.0 110. L 1o1. L ►(e. 0 q'1 ,u, W 32.e) S..e_a c ac. LJ Stco,.kr.Q,._ 16.0 1 I o, 2- 1 12. S (1.1 101., x W 32.1 caw_ o..kt cJ s fc1..k-c..Q„ 16.c. 110 z 111.1 11.4 10 1,1 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 PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: q_ r z -ci G HENLEY JOHNSTON F. ASSOCIATES, INC. engineerng geoscience consultants WEATHER: ?o,- COMPACTION METHOD: 1 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 REMARKS: A-1' 1-2 --s ,yt22.* ?^ro; FIELD COMPACTION TESTS SHEET Z OF /5 fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025 0 0 0 0 0 0 0 0 _L T -4 T t 7 T Fl T 1,1321 W92 W319 t w3la W3''1- TuJ31b ®T o -1 -21f —4 T; T T 1 T T T 1 T t-- f f f 1 0 50 100 200 IN MI NI MB 1M SCALE FEET -0 0 0 --o 0 'PICT 4 L1 F L 167 ©0 0 0 HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY HELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON Sc ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE o7L J$ DATE: AUGUST 1996 Wo.,rtl..,ews -a— P 54_1e ei- F.: ..t. (oT la t-T LABORATORY DATA ASTM 0 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPUES PROJECT SPECS. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (Dot) DRY DEN (Pcf1 MC DRY DEN YES NO U3 322 S-e& oak dc-L sA,, +-a_r II.8 121, t22...o 0_8 10(5. X W 323 5- a'ka.a-1,.agl 4 r 11.8 121.5 1111 1'5 atto.co X W 32¢ S.e.�o a- (-LEA 4,Laa_k' (1.9 IV .8 11`d.l IS.S 4 i 7,o X W 32c c.c.t 4-*c -c.t --tdl S r• -o-k" (1.6 121, 8 (143.1. I ,2 6 18,1 X W 32b S.e.Q_ a. o-c-Q4 SL4.4..k 11•a ►7-1.8 1■1e.2. 13.2_ qS,4 X W 31-1 S,....t. a4-a C .A 4-- I l. r3 i 11'I 0 dc 1.- 4 b, I 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. engineerhg geoscience consuttaits PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. LOCATION: COPPELL, TEXAS WEATHER: P�tQ COMPACTION METHOD: REMARKS: 1\-_ sk5 Q r :se ct s TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 J, Lo FIELD COMPACTION TESTS HJA JOB No.: 6641 PROJECT No.: DATE: q -rz -q SHEET OF 5 fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 r 7 0 0 0 CD 0 0 0 1--I-- 4 4- IT F1 7 T I I al Mt NI MI MI SCALE FEET 0 0 49/ 1 ",%240 LICT HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN o 50 100 200 HENLEY—JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE 5 0 DATE: AUGUST 1996 W a- re.t~er -s.¢ ea_ c1 SQ- la.c_{- SAO 3 r4 L.,, LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: AS ASTM D 3017 COMPUES PROJECT SPECS. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (ocfl DRY DEN (pcf) MC k DRY DEN YES NO W3 2 r 6 5GC o- fht_c-.t it.qA� I(a•o 110.2 tlo.o I' 99.3 W 31-9 SeA_ ojth t i c V.. t 1 0 Ito, 2 l i l l 19 (0 103, 2_ x W 33o S.e..,_ a kk 0 P,—a y 11 (21.8 \t'1. 0 1(0,3 otc.. x 63311 5-e-e a -c LJ i A" 1(.g l v -0. o 14.1 9 s. S x L $32- 4.4.4_ a- C 1 2 t l t i L Q 2 t 16.0 0.7- 11 I I I c 11. 1 6333 3 —c -eL S-a-t_ c eQ 11.8 ►Z-\ .8 I I R 4 IA-. 1 9 B, o X W 3 3 4- e if,•aa A" s e t. a t h n o c S r 1 n 1 6 o 1 10 Z 1 114-.t. ((.o 104,0 X W 3 3 c 2,-e.a_ o- c.+',,.t s-LQ r 16 .o 00. 10 1•2 1 '19 I X Q33(0 ce.2 c— \,\0.LLa 4 Iln.b 1to.L 1t1,4 11,4- 10+.1 x W 331 C'z a-- '-(..L-4 J l it +_D t" 11.8 12-1. t zo. l" t 4.4 ci& Co 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. engineerhg geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELI_, TEXAS DATE: q 12 _g b WEATHER: Pa.,,- -L COMPACTION METHOD: REMARKS: 0. w`33to 1 ■1 0 -s ue vv 2Q.i re ,k TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS SHEET OF 5� fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 kx.) t.Lerv-S -e P4-vi 5ca_la-�k Q 3 'r� L.:. c+ LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPUES PROJECT SPECS. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (pcfl DRY DEN (pcfl MC DRY DEN YES NO LNS 338 Se-k_ o act ukr.f 10) 12.-l.9 1( ?,3 14-.5 ei6.-1, —Lc() I 6133 S.e_o_ c-tL a...249. 5- kA- E 1\ t 12-■• 8 118.3 14. 4- 9 7, I W 34o S-e.e_ a a -.Li 4144 -6L_ 11 \1 LI61- Is, S R5 X W 34-1 ska.ca..._ t1, 11.1, 11(. .4- 4,8 95,(o X aA-1--6.... ,._eJ t, 1 .5 4_2_ 5� -c.LJ ski.. 1\,8 r)..t.6 11'.5 14,E 91,3 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 consuftatts PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: q WEATHER: Pa..,,AH G COMPACTION METHOD: REMARKS: (x -1-e_ s% s w iz ��c 7� S TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 S ad -,,"41 ova. FIELD COMPACTION TESTS SHEET 7 OF S fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203-1025 O O Q O O O Q O 0 0 Lo335 j 1 W339 w34? 0 50 100 200 SCALE FEET T T T 0 c.)34.0 7341 I I 1th2b L\ FT C Q HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY HELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE 9 0 /L? DATE: AUGUST 1996 IA a.rtl∎.e.,..—s.._ ea-A S.a.10_ a.1/4- RAI 45- L, c'F' 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 (ocf) DRY DEN (pcf) MC DRY DEN YES NO 11‘3-1 43 1 5-x.4- a o-cQd slca- k-c-.. (I .i, ILl .8 lZl, 12.1 100.0 x 1 W 3 4-4- S-... 't-o_e_ Li c l._ 111 1 2 t. S 1 z.o .q I2.3 9 9.3 x 1 W34S q. A_ A.4 ska_' j( 1 11.11 1(5.B 15,3 96 X la 346 S.4..& a-k L -j sk4 tc-L 1 I2_-t.8 (i b. b IL.g 95 IN) 34i SS -e..e a t k c c W s k t e i l 1 8 I i% t 1 2 1 1 1 3 1 9 9 4 7 Q 3 4 8 5..2..E a i r 6 i r k L_ I I, r 0-1.q 12 o 14,3 l 00 X w)4-9 See_ o. t-t-4._ c,LaJ 5 ke_t_a__ 16.o 1 10,2_ 114-.0 l6.1 1 o 3, 4- X w3SD SR GCLya 5V, (I. 12-1.1 1-2_1.8 1 3E Ioo.o U..2.5 S 4_a c,L ai, s l .-..-L 11 .8 121.8 115.1 4.7 9 S, z X w'35'Z ce-x_ cik -Lai 3 (r-e_ k- el- I t B 121 8 114•. 1 1 1 c 1 H PROJECT SPECIFICATIONS MOISTURE: RANGE FROM 0 TO 4 FROM OPTIMUM MOISTURE DENSITY: MINIMUM 95 MAX. DRY DENSITY AT FUTURE PAVING BUILDING MINIMUM 90 MAX. DRY DENSITY AT LANDSCAPE AREAS CONTENT AREAS HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consuttants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: _.\t„ WEATHER: WEATHER: ea.—A-- r COMPACTION METHOD: REMARKS: 1 e s (ao 3 S2 I w u:y J r n-- TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS nf-pi) e SHEET 1 OF /S fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 W o ea ea_cl 541.111c4 4 t LL �r 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 b J 353 L i g 21. g 11 q .4- I S 4 18.o S L ma c 4 i 5 ka._. L 1 L.13 S d c e e a— a-c S k2A U.% (ZI 1 1 4 I 151 9/.0 K 1 1 W 35 S_, o— o-aQ 4 s ka.t -cj I(. t I z t. 4 Rol- I' 1 9 q d X Ls 3Sb -e,e_ a-' a-J,- ,1 cite-4 t I I 12-i- t III.4 l 3 o .1 X 63 351 SRe o- a.-o/ srke-kz.J 11.8' 121. t tZa Ga 14. z 1. o X PROJECT SPECIFICATIONS MOISTURE: RANGE FROM 0 4 FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 MAX. DF Y 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: q 11_ -q c, WEATHER: Pa...rk 1 COMPACTION METHOD: REMARKS: F{•lk 4• TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 W V o (t—v- 5 t"o•-■__ FIELD COMPACTION TESTS iO SHEET /C OF fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 ©0 0 I I I I ".,'4 (434 w'153 0 50 100 If IN IN SCALE 0 0 0 0 0 FEET I w35Z Iw3S1 1,134q Iw34$ _a_ 0 00 Q 0 0 tJ 356_ r --F-- I 1-11 I f f f r Fou t-t F T 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 PLATE 1L o/L 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: q I z _q WEATHER: COMPACTION METHOD: REMARKS: 5 4- TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS co 4 Dy SHEET L OF Lc fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 Po..l. 4% `i c-.111, LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: AS ASTM D 3017 COMPLIES PROJECT SPECS. FIELD (DENT No. LOCATION LAYER OPT MC STD DEN (pcf) DRY DEN (poll MC DRY DEN YES NO W 3 '56 (.Q..ksk err- W 33 6 (6.O I l o, Z (I 3.4 No. S l o—L.9 1C 5,.0_ ak -t2.o Al sico._ti I 1 W 3 S Z )s k of- 1 I1.3 121.8 (21.3 13, le 9 9 b X S-t-Q a.. J te-4 -6 1-- 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: q I z _q WEATHER: COMPACTION METHOD: REMARKS: 5 4- TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS co 4 Dy SHEET L OF Lc fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 0©© 0 0 0© 0 00 -I 1 T- 4-l- T W35�1� I I I 1 w3 I— 4 T v I LI rt HI N__Ammo' 0 50 100 200 SCALE FEET ©0 0 0 (e [Ftt2D ft"N D rro u e t L C T'S HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE 3 o/2- DATE: AUGUST 1996 S Pow Salta}- RL.U1 LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPLIES PROJECT SPECS. Z L_t (-t FIELD !DENT No. LOCATION LAYER OPT MC STD DEN fc>cfl DRY DEN (Pc() MC DRY DEN YES NO S o 31_ Sp a- k -e.. J c ka..� o.. I I (2-1 1. �6 15.4- G 6.1 5 0 3 '3 5� ek c�.a.dt Si 1( 0.0 1 1 o. Z, t 13. C 1(0.6 101,o 5 0 3 4 *4 s t h j L 16, 00.2- 1 1 3 9 1 6 I 133.4 K S41. a r c S o 3 S Sie-& a -ka- -C .LJ s (ttic-c1,� (I, a 11. S 116.1 is S 41 1(, o 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. engineer'ng geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. LOCATION: COPPELL, TEXAS WEATHER: P 't1.,., COMPACTION METHOD: REMARKS: f-\l --e-5 g-t-o j¢ e"\ TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS HJA JOB No.: 6641 PROJECT No.: DATE: q-Iz-9b 4-p /)h SHEET 4 OF /_c tax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 0© ©0 0 0© 0 0 0 III1 --1— -1- L- —I— 1 1 1 T T ---F -T m —I—® T--1— --fi -T e -1--e-1-44- j-So3Z 1 1 33 X 5034 15 ®S ®I fi f t r N MI MI MI NI SCALE FEET 16 0 50 100 200 fp 4v 5Cco vtt L_1 FT HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON Sc ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE ao 7LL DATE: AUGUST 1996