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Gateway BP(1.4)-LR 961009HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER PROJECT No: CLIENT: HAVERTY'S FURNITURE CO. DAILY FIELD REPORT REPORT DATE: /D 9— 9G HJA JOB No: 6641 TECHNICIAN: REVIEWED BY: BRIEF DESCRIPTION AND LOCATION: i 7 „,4;„ ar lilf7q fr- A 5, -14 h-t WEATHER: �'�ea, .5"/ 7 a TIME: START WORK: G ;p 4-ij DELAYS: 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 STOP WORK: �11S WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. 10. FIELD DENSITY TESTING -1 11. CONCRETE CYUNDER PICK -UP 12. GROUT CUBES 13. 14. FIELD REPORTS 15. FIELD SAMPLING 16. TENDON PROOF LOAD INSPECTION 17. (118. FIELD GRADATION LIME PIER INSPECTION RETENTION SEE ATTACHED SHEETS FOR TEST RESULTS REMARKS: 01 _5 ors 7 1 w e Al 7 Sr.' e,i gars /82 /R4 /rs,.1 4 15 -7 4- 14. /71 1 011 el �P• �ry l�rs /,'13 /First l is r .,/re. 1✓c.c /,s "1/X 1 U '¢00 O /O a /i�) d 17» 4_ yN av c -r -c, A /i!/ /I s /ny OIL% '�.Z, .1,0001 1 cs>/ -fir') f 2S frYj(' s!> p7. f {!o' P/ cl A /7 47 /i/t+. dIV Ilk TECHNICIAN: -1L, 5', ENGINEER: REPORT No.: Z h 7- Z_ SHEET OF S fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203-1025 DAILY FIELD REPORT (CONIZNUED) Per Haverty' s Distribution Center HJA NO.: 6641 REPORT NO.: Q 7 2._ DATE: /p 99— 9 to c a` cliC d /r7 9 A (ZJ 4L /9 `I a0 `✓�e� /2c 9 o G?ht �Y� c Gva s ✓riso9orc d /�i f� c Xee--4L �y �v� s 9evo d, diPl- c z s s v 77' e 4r ✓c o z 4" a' /4477 2 /J acs 1 74/ S et/. 3 17 /3 2 1 _11 l �o Inspector PAGE 2 OF HENLEY JOHNSTON ASSOCIATES, INC. engtneenng geoscrence consultants REMARKS 0 a. U d rr- a' z1 c7 W V V 3 5 Q s Z'J- E" NI I c 1 I� "sue prL� 1 I 5 n f �r 0`r �s t� 1 a /z c 7'49 o17 &Yr_ rs` I ACTUAL PEN. (FT.) v' i s. a zZ I�t,z II fez 0 ELI W 0 S){UVWA21 a U tn-- z`r_ L] C1■ ;l G H E-• •1 C P 04 H F Co C 0 L 00f -1— C °4 1 CD C L] H L H Cr. O 0. I w a H OHOL. r GL ti H 0 Cn L7 E-1 C VJ L. U 0 i z o'2 REQ'D PEN (FT.) i 1 e 49z I y L] 0 I N BRIEF DESCRIPTION AND LOCATION: \A .s 4-ts-k WEATHER: ea-_ L\ TIME: START WORK: q 30 DELAYS: HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER PROJECT No: CLIENT: HAVERTY'S FURNITURE CO. WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. REMARKS: e_ TECHNICIAN: 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 7 3 telephone (214) 941 -3808 fax (214) 943 -7645 DAILY FIELD REPORT REPORT DATE: I o c1 HJA JOB No: 6641 TECHNICIAN: s, REVIEWED BY: STOP WORK: 1i; 3o PM FIELD DENSITY TESTING CONCRETE CYUNDER PICK —UP GROUT CUBES FIELD GRADATION LIME FIELD REPORTS FIELD SAMPLING TENDON PROOF LOAD INSPECTION PIER INSPECTION RETENTION SEE ATTACHED SHEETS FOR TEST RESULTS SHEET OF 235 Morgan Ave., Dallas, Texas 75203 -1025 u}.�(; k., k S¢� l.:-..—Q_ LABORATORY ASTM D 698 ASTM FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPLIES PROJECT SPECS. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (pcf) MC DRY DEN YES NO SLGq I' cL&.e pp aa 5-4-4_ a o-�Yd sk,k -c_lti 16.o (10.2 10-1,z I(o.o 9'1.3 X 5 1 O M swr�. -cR (1.6 t.- t. 8 I IL S 1 2 Z c:1-.10 S-e.k_ k a- oQ....J s 1,caSc -c_._ L I V2) cL.,_,e 5. a'' o-e-Q- -J s tca.sc-c,_ 16.0 110, Z 10 5.8 110 .3 96.o X S L IZ e o i skJ- -L t6,o 1tD,2 lo 3,9 j5,1, 94.3 i S l.. t 3 2' ds+_.g sk 5L It I14.0 )1 o .2 loc. I' zt 95.6 5 a j s k,J rc ,L 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 FIELD COMPACTION TESTS PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: I o a _q b WEATHER: p,` t t c. L0-w COMPACTION METHOD: REMARKS: Te s o 5 L l Z I e,.-1 me 5 e p, �a z,�- {L Ito- re t p o `CC Ar CLs s we re_ Q a vr o- r s a s SL 1 3 PtA r 2 .0 ww�q �L s s n A-`z Q c0 j e s P c A-49±- v v TECHNICIAN U Jp.--c 5 k-e ENGINEER REPORT No. 3 D SHEET 2 OF S telephone (214) 941 -3808 W a.rvti. fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 0 ©0 0 0 0© 0 00 -1 —I t t 0 50 100 200 MI MI SCALE FEET o T -I--l— a I r +g-+ 1-o9 St-10 0 —0 mE Lyr-1L1^r CPc c LL HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN HENLEY JOHNSTON Sc ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PATE 3 0/ 5 DATE: AUGUST 1996 U.4:, k_e_„ 60c4c W z (e.c{- LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPLIES PROJECT SPECS. rce.5 (E 12c-Vc -03, Co-vs_cL,-1. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (pcf) DRY DEN (pcf) MC DRY DEN YES NO O (0 I' p 2R>resk Eo4 S.LQ o- a-c dl s162_k -c-L l L S J,$ t S,$ 1 1 0 1 q5, I x ED '1 Oz..' ea.kesr Go3 Up,o Ilo 112.1 Ig. lo 1.1 X S-Q o. ac_C.A,c) S ji _t r c A_ Cog s, -r -k_ (Ze i s k- E 0C (to o t t o 2- 11 Z b (9 A- t 02, 2_ )c S-e_a_ c__c_L-,_A tx_,-k- 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. engineering geoscience consultants WEATHER: c1b COMPACTION METHOD: REMARKS: pH +e s \s nw_4 telephone (214) 941 -3808 W o-'r YVt TECHNICIAN ENGINEER REPORT No. 73 9 Y2 S FIELD COMPACTION __TIONTESTS PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: lo-q_ 9 SHEET OF fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 0 0 ©0 0 0© 0 00 __L Li _l_ T -I- I --I -4 -I- fi t�1I�T Eo 1 SCALE FEET T 7 1 TT rt --0 1 T EOg v 0 I _T_ a 1 I --I- 1--1 4 T m I-- Eo6 I I I �1 fi —1 -0 0 0 0 e ©Q o o o OT1LVT ERcvFILL HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN o 50 100 200 HENLEY— JOHNSTON Sc ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 DATE: AUGUST 1996 PLATE s oAX- HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641 CONTRACTOR: HILL WILKINSON, INC. DATE: /O 9-94- LOCATION: COPPELL, TEXAS SUPPLIER: SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION SET 2 LOCATION TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 CONCRETE STRENGTH TESTS SET 2 SHEET 5 OF fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 CYL. No. MIX SLUMP in.) DATE PLACED DATE TESTED AGE (days TOTAL LOAD Ibs.) COMPR. STRENGTH osi 5-2— S%Z /D 9- 94- /o —/6 ft. 9 °1'00a 29'1( Z SET 2 //--Z. —94- z g 3 I i 1 .2-9 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641 CONTRACTOR: HILL WILKINSON, INC. DATE: /O 9-94- LOCATION: COPPELL, TEXAS SUPPLIER: SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION SET 2 LOCATION TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 CONCRETE STRENGTH TESTS SET 2 SHEET 5 OF fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025 FINE AGGR. (Ibs. COARSE AGGR. lbs. W/C RATIO •als sk REQ'D 7 DAY •si REQ'D 28 DAY (•si ADMIX MIX DESIGN CEMENT CONTENT (Ibs.) SET 1 3 Ua SET 2 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641 CONTRACTOR: HILL WILKINSON, INC. DATE: /O 9-94- LOCATION: COPPELL, TEXAS SUPPLIER: SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION SET 2 LOCATION TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 CONCRETE STRENGTH TESTS SET 2 SHEET 5 OF fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025