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Gateway BP(1.4)-LR 960906HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consukants PROJECT: HAVERTY'S DISrHIBUTION CENTER REPORT DATE: '1 -1, R ce HJA JOB No: 6641 PROJECT No: TECHNICIAN: CLIENT: HAVERTY'S FURNITURE CO. REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: I d ck. \-s ,.s e A grid s 1.- A rl WEATHER: Po•- -H c to .�L) 85 q 6 TIME: START WORK: t t t 5 ii-rvA STOP WORK: 4 S PM DELAYS: 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 11. CONCRETE CYLINDER 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 X 18. SEE ATTACHED SHEETS FOR TEST RESULTS REMARKS: P2 I-e 5 k 6<.1 a l e -.J to .S i--"( cant R a. 6 C Ira -v--C. 2 r C U. ENGINEER: REPORT No.: (lam Z TECHNICIAN: s s� telephone (214) 941 -3808 DAILY FIELD REPORT SHEET OF 7 fax (214) 943 -7545 235 Morgan Ave., Dallas, Texas 75203 -1025 100.....y-Q1,,s-c-s-5.-0— PO.8- c.■ y L. c--1- 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 (pcfl DRY DEN (pcf) MC DRY DEN YES NO to 2t5 5ue_o -c,{. skAtL (Lc. II9.t. 111.3 13.8 98.1 X w -L 1 to S a o` Q o d s k¢1-c- 12. o 1 i o 11 (c.9 1 4.8 91.1 x W 'z 11 5.2,2_ o.-A 1 51[.0._ 1 1 0 I l k 0 1 16 l 1 5 1 91.1 •W L 1 8 c z o 4A-4-d- n SAGo-- IL o 1 1 0 7 1 i 3,1 1 g, Z (0'2_1 x L■s 2 (z .p 1 19.( t 2o 4 3 .g oo X SR..z_ o- a-el al sk,IA 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 consuttaats PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPER, TEXAS DATE: q b FIELD COMPACTION TESTS WEATHER: ea-A 1 z. 1 8 5 COMPACTION METHOD: REMARKS: A l l +,a s i k- c r o-e t re-ti-- TECHNICIAN ENGINEER REPORT No. 77 3 2 Da telephone (214) 941 -3808 SHEET 2 OF 7 fax (214) 943 -7645 Morgan Ave., Datlas, Texas 75203 -1025 0 ©0 0 0 0© 0 0 0 __L 1 1 1 i 1-1-7- 1-- 1 1 D-3 3� 3 co 3 tr{-- 1 I d-- ---3 T �Y 1--1- -L -4 rt-143-fi I I 1 1-- -r 1 I 1 I I �I I LI l l I 1 eil 4--- 1 1 i fi 0 50 t oo 200 SCALE FEET HJA No.: 6641 DATE: AUGUST 1996 z ,931 0 F IF'Tt -F LEFT HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON Sc ASSOCIATES, INC. engineering geoscience consultants PLATE 3 HENLEY JOHNSTON ASSOCIATES, INC. engineer'ng geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: GILL EXCAVATING CO., INC. LOCATION: COPPELL, TEXAS WEATHER: COMPACTION METHOD: REMARKS: 3 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 Ltow 1 t ^0.Z t L oc.- 5 3 2Di FIELD COMPACTION TESTS HJA JOB No.: 6641 PROJECT No.: DATE: 9 -to -9 b SHEET OF 7 fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 o_ a, �v" LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM 0 3017 COMPUES PROJECT SPECS. FIELD (DENT No. LOCATION LAYER OPT MC STD DEN (pcfl DRY DEN (pcf) MC DRY DEN YES NO W 220 5 2z A-4-a-cLQA s tcvt -c-L. o 1 19 (o 1 14.1 16.c\ x 1,3221 S-a.k.. a'tt0. suo__A -a I 2_,0 H o f L 11'1. t 4-. t 6 1t4 6-Y 5- e_ a_u-o_c Q-o 1 slca_A -c-L I? o (19.L t5 (3.2 9`6.9 'C t$ 2..2"3 S�._ L s1e L 12.c' I1c1.( 11 L (0 14-.o '14-. x a m c L322.4- (4.o l( o.2 1 1 3 1 t 1 9 to3, L S,ep 0 .d sk.a- t i 2.1-8 5-.:_e_ d- -c-t-1-.C s ks_A-c -L, t 2 e t 19 (c I o°t q 15.3 g X PROJECT MOISTURE: DENSITY: SPECIFICATIONS RANGE FROM 0 TO 4 FROM OPTIMUM MOISTURE CONTENT 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: COMPACTION METHOD: REMARKS: 3 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 Ltow 1 t ^0.Z t L oc.- 5 3 2Di FIELD COMPACTION TESTS HJA JOB No.: 6641 PROJECT No.: DATE: 9 -to -9 b SHEET OF 7 fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 0 ©0 0 o o© 0 0 0 0 50 100 200 SCALE FEET R 1 14 D3Z 0 0 0 0© 0 4 H I— t -t- I V I ,6 I 1 I .1 i Foo r LIFT HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE svf DATE: AUGUST 1996 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CLIENT: HAVERTYS FURNITURE COMPANY PROJECT No.: LOCATION: COPPELL, TEXAS DATE: q p, /9 (o GRADATION TESTS ON LIME STABILIZEDSUBGRADE REMARKS: T v■- l^ s S kr, c- -6—,,. _S 5 s-0-- 1 ENGINEER REPORT No. TECHNICIAN telephone (214) 941 -3808 0 32 l)c SHEET OF 7 fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 X PROJECT SPECIFICATION COMPLIES PROJECT SPECS. Or e C MINIMUM 100% PASSING MINIMUM 85% PASSING MINIMUM 60% PASSING -6).-^^� FIELD ID No. LOCATION PASSING 1 -1/2' SIEVE PASSING 3/4' SIEVE PASSING No. 4 SIEVE YES NO 1 i 1..-/ D T a c.,—r C 100 6 1 5. I 5 X. 00 1 00z V, IO'e. c o.c„.6 (IZgttst- o(coi) I o O 95 9 5 7. 3 K 003 54zof- 4'E.of W,o,.., 6 too G I.0 51. 4 k 00 4 .1.,r.Je 5b' 1. o F N. c.e o F 1 C'- ■4•12.4 j 2c oc-,,, c_'t-r (2,.ks -df66/ t OC 9 (05 S l 5' i.t! of (2 a c P a~. NI. s',.:14_ °F a,r:,r lb e. 0 c'..rb((� SECet. I 0 o q 3.4 5 (o X O 0 2.0 1 s o•t 4. X41 o Cv.1-cli-Sac 1O t, o k- W, (a►,6, (Qa..-k•es o c- 4)03-) 1 o O Q I S, I, Co O. O �i i I HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CLIENT: HAVERTYS FURNITURE COMPANY PROJECT No.: LOCATION: COPPELL, TEXAS DATE: q p, /9 (o GRADATION TESTS ON LIME STABILIZEDSUBGRADE REMARKS: T v■- l^ s S kr, c- -6—,,. _S 5 s-0-- 1 ENGINEER REPORT No. TECHNICIAN telephone (214) 941 -3808 0 32 l)c SHEET OF 7 fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 29 MIS) 3 it5 02'02;+ dl 36' RCP 'N13 Ie Q v .s` r "Iv 0 La #ANION; o. R II osrozs: d or�isx &L t �a1mc3. WA NO.: 6541 DATE Tt51 HAVERTYS FURNITURE REGIONAL DISTRIBUTION FACILITY TEST LOCATION PLAN GRADATIONS /DENSITIES HENLEY JOHNSTON ASSOCIATES,INC- engineering geoscience consultants I RATE o/ 7z U3Z