Loading...
Gateway BP(1.4)-LR 960914HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER PROJECT No: CLIENT: HAVERTY'S FURNITURE CO. BRIEF DESCRIPTION AND LOCATION: c,; s c,L LAc s k-s WEATHER: Cam— TIME: START WORK: DELAYS: ENGINEER: REPORT No.: telephone (214) 941 -3808 8 0 0 I1'. 3o fk DAILY FIELD REPORT REPORT DATE: q 14 HJA JOB No: 6641 TECHNICIAN: J, W REVIEWED BY: STOP WORK: 2. 4 5 P fh WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. 1. PIER INSPECTION FOUNDATION 10. FIELD DENSITY TESTING 2. CONCRETE INSPECTION X) 11. CONCRETE CYUNDER PICK –UP 3. SUB SURFACE DRAIN INSTALLATION 12. GROUT CUBES 4. SELECT FILL PLACEMENT 13. FIELD GRADATION LIME 5. LIME STABILIZATION (X) 14. FIELD REPORTS 6. FOOTING INSPECTION 15. FIELD SAMPLING 7. GENERAL INSPECTION 16. TENDON PROOF LOAD INSPECTION 8. REINFORCEMENT STEEL INSPECTION 17. PIER INSPECTION RETENTION 9. TIE –BACK INSPECTION 18. SEE ATTACHED SHEETS FOR TEST RESULTS REMARKS: c- Le_ ,A c��� �s o, \i" c ��cF c S 5 4 1 r 5 t_ ST c--Lc LC: i�� �.�i .i -cr (��ci S f�' avt� Ll.�z tJLC t S T c- 51_t o SsL�¢ c'} c F t w'0 -�2 e k)ct- -A c� 4 (.j _1c1 d9-.., sus r,, t.,? t c-k- Qa_d 6.1 TECHNICIAN: t v zk f o w S t' cu� r.� t 3 �4 SHEET OF /0 fax (214) 94.3-7645 235 Morgan Ave., Dallas, Texas 75203 -1025 G as 5�g� i,,,e- cicc_:_QQ 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 (ACf) DRY DEN (Dcfl MC DRY DEN YES NO G L 07— 0 2 0--1'rc3` c.F.....i s I.cAi- c-L 0_-� -r--a- .-12 z4-.0 9 5, 1 99. (o 2o .L I b41 5- G ii s o_...\T A CL-ALY S c- G_k aA- 1' `t.-• /4 0 95,1 90.6 23.`1 953 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 LOCATION: COPPELL, TEXAS DATE: 9 14. 9 t, PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: WEATHER: Cl COMPACTION METHOD: REMARKS: (&,,'C.L vv. c,- TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS SHEET 7— OF /0 fax (214) 943 7645 235 Morgan Ave., Dallas, Texas75203 -1025 0 0 ©©0 0© 0 00 0 50 100 200 MI 11: NO SCALE FEET 4 t moo¢¢ 0 0 0 0 0 0 Calks SUPP Ut.J HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE 1 0/ DATE AUGUST 1996 51tiowroo w. Po- Szlec-4- F� k k 5 L c-k 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 foot) DRY DEN (ocfl MC DRY YES NO 5 cS S- 0.i\O.cLed s LC_} c I, II.8 12.1.$ i“...- 1. 5 .9 `I' .0 `I '.g F 505"1 See_ t- i- 1 L. 11.8 IAA. B tZ3. (2-.2. 101.10 )C 0- o..cl..e skeA-c 5 0 5 8 S a_}t'o.cl.A_A sk -cL I LS tz1.8 l2o.o 1 3 Q E.S X 5Dsc\ Se- e.0.{4 skQ) -c, tt•S lzI, S 119.S I4.3 c16•( K 5 o o cL e,cled slco IL.. 13 l I o,Z 1 12 11. t oz. Z X _f-e_ -3/4-c_t 50 (o I S Qe_ a::lck-o -c.,e_ c sL,2_ t 1.8 12.1.8 1 V1 i l 4-.4 9( So (O 2 -L o-.'��aLe,D s (c-o Q I (D. b I l o. L 1 t4.2_ I I�.1 I o 3, b )C So(o 3 Ito.0 l i0.L 11o.S I 1 100.3 X. R c C.1...ec9. 5 k.QA -c_ S o b 4- S.e.e_ a -'t 1,._, s \c -t l B 1 2 4 13. S 9 S. o S0GC 5.o_e_ tL tlo.Z W. I(e.,3 10 .o cLA\a SLQk c ke� 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 14- _q WEATHER: o,,, COMPACTION METHOD: REMARKS: R\\ 1 e sk-s S TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 V� a L.-� S�o l'744 D 1 FIELD COMPACTION TESTS SHEET 9 OF fax (214) 94.3-7645 235 Morgan Ave., Dallas, Texas 75203-1025 0®©@00© 0 00 0 50 100 200 i MI SCALE FEET q 1—-9-1-. 50 So5'1 4 T 1 o g t Sod 1 1 I H -+Totz-1 F tFTtt L1 4z o¢¢ 0@0? So (.4 HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE ,E 01/ DATE: AUGUST 1996 x L.„ Pac se-kx_ ck G u 5 L, 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 (pcf) DRY DEN (Pcfl MC DRY DEN YES NO W 3"l o 5 a t c L s k..2-A- c 1, 2, sk o L..) 3tD 1 11.8 121.8 I 1 &S 14.5 9/.1 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 LOCATION: COPPELL, TEXAS DATE: q_ l 4_ g b WEATHER: Lk g n COMPACTION METHOD: REMARKS: e \5 4< e c plway HENLEY JOHNSTON ASSOCIATES, INC. engineerng geoscience consultaits PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 LJ lw�5 FIELD COMPACTION TESTS SHEET OF fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 'Effir 0 50 100 200 MI MI MI SCALE FEET HJA No.: 6641 DATE AUGUST 1996 F" I FT k L_1 FT HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PLATE o//° b30-'t'Q- ltio S e Pad Se to c4 (o I:, c-r LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPLIES PROJECT SPECS. FIELD OPT STD DRY 1DENT LOCATION LAYER MC DEN DEN MC DRY YES NO No. foe) (ocf) DEN W 311 5 e_e_ �-kE a. ct-Q_J sk.aA-c -L 1t•2) 17-1. 1 t qg,4 I 1 W 3'1Z S2-R_ c d s -cL It -8 t2i. 8 1 z-° g 13.4 19.2_ K 1 L-N 3' l 3 t.-- LLoC s t 1.8 t 2t g I ;11 1 7. 19 fo 3 Y W 31 5 4 t t.2cQ skn- .4 c..1, t 1. g 12.1.8 1 6 1 4- 1 99 o X 1,3 31 S S-� c_.ki'0._ a_zeX std{ -c.J. (6.o t I o. Z I ts 3 I b. 1 1 t3 3 '1 L S- j Ica- VrA, I g 117 4 15 0 91.4 Y .__kk-a s 1 'Y1 tt.S 121.8 t1 I 3,Q 9 B,I X- Sao_ sk -grtL W "31( S.a_.e_ ,A G gt.l_4 --4, 11.8 t21. (3 t t 1.a 1 b. 9L .6 J( 1.3 3'1 `t S-e_e_ 0,...A0 s tc,- -t-r--L t 1, 8 121.6 11(,9 1 5 9 (e b K L.) Bo 4c_e_0±6_cui_S s k„ 4,,__ 11,8 121. II o.') 14-.8 9 5, 5" 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 LOCATION: COPPELL, TEXAS WEATHER: Cl c 8 `)p COMPACTION METHOD: REMARKS: pk- >,-t s p 'y e c k PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 f srz FIELD COMP,..,,"IONTESTS HJA JOB No.: 6641 PROJECT No.: DATE: R -I¢_ SHEET e7 OF /C fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 t�er-re1r-e, -e pc-c\ mile c c Lk (.0 L. 4-t 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 (pcfl DRY DEN (pcf) MC DRY DEN YES NO (:J 38I 11 -8 l2I .8 (2 o.1 (3.7 99.1 X. See 0,4- k-acLek Sk.e�c_t I..3 38)2_ Seo_ aAT &L &c1 S16,_A'G1,_ La .O 110•2_ I14b 0.043 1r 4.o K W 3 S'> Ako-c. s ke -LA__ I 1 I L1.8 I l 8.3 is 9 1, x .ez 0_ W 38 4-- S.Q a_ c c c l S e 0 4 mil ((0.0 1 1 0 2- 1) 4-.o I t l I D 3.4 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 LOCATION: COPPELL, TEXAS REMARKS: ft--( s 4-s PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. WEATHER: Ct u v,l COMPACTION METHOD: TECHNICIAN ENGINEER REPORT No. telephone (214) 941 3808 ?)t) FIELD COMPACTION TESTS HJA JOB No.: 6641 PROJECT No.: DATE: q 14 U, SHEET 7 OF /r fax (214) 943 7645 235 Morgan Ave., Deltas, Texas 75203 -1025 0 50 100 200 IN M MI el IS SCALE FEET X34 W3 tAval SIXTH LIT HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE /o 0 /v DATE: AUGUST 1996