Loading...
Gateway BP(1.4)-LR 961001PROJECT No: CLIENT: HAVERTY'S FURNITURE CO. WEATHER: A.-A S 4 f TIME: START WORK: fl -e- G,'oe /i/P7 STOP WORK: DELAYS osa gov,h�/ .00,007 ,6 dr. Y/ r/ y d i c� c.)n s /cr A« 2,4 WORK. PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. ✓0. PIER INSPECTION FOUNDATION 4-1'2. CONCRETE INSPECTION 3. SUB SURFACE DRAIN INSTALLATION 4. SELECT FILL PLACEMENT HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: HAVERTY'S DISTRIBUTION CENTER BRIEF DESCRIPTION AND LOCATION: /4 4 -G-s- s REMARKS: 5. LIME STABILIZATION 6. FOOTING INSPECTION 7. GENERAL INSPECTION 8. REINFORCEMENT STEEL INSPECTION 9. TIE —BACK INSPECTION TECHNICIAN: ENGINEER: REPORT No.: telephone (214) 941 -3808 Wei; P-7-t_/ DAILY FIELD REPORT REPORT DATE: /D yG HJA JOB No: 6641 TECHNICIAN: REVIEWED BY: S 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 /�Pl H ()Li y S c� f 1O% /I /e✓ i '�y }G .P SHEET OF fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203 -1025 U r U o cn cn C Vf L1 Z H 0 zz o w F V co 4 4 X U w O H F I I U a Z O 0 w a E" ,4 o w a 0 w Focw e a E- w w0--10U• FC F�- F F a Z W a F O F a F w 0 E t1) Z C Z F W W G.. 2 04 a H w O a Z CiN IV n M f-1 N M N C M CS- M M •r M 4 y w 0 O 0 0 U 0 U E■ O wZ0C E-4O0w E� C a wa wOHOL• 0 El E+ E■ P w a E4 w a E 4 c� 0 E U Z NZ cs M isn n1 vl O CCsi M IN') N1 G M N ^l N h 4 0 w 0 p z 0 H F U a zd k W H G 0 O Q C W O h H a s z 0 U 0 U o w ❑w F❑❑w w a F W O H O w F a F F E a z a w a F w O F a F w c.v) Z`� F Z F U W F+ z H W H 0 a Z ti rNi F 0 CYL. No. MIX SLUMP in.) DATE PLACED DATE TESTED AGE days) TOTAL LOAD lbs.) COMPR. STRENGTH psi S 2 #/L 1i2 9/, /0 9 -9G 7 S3 2 00 29 Z SET 2 I /p- ,z9 -9L z 2 2 i i 1 2 v HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consufants PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: HILL WIU<INSON, INC. LOCATION: COPPELL, TEXAS SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION SET 2 LOCATION SET 1 l/ o39i/ 2 8,'1 4P1 /0:0 9i;t11? 7 /t1 d /f 3 CONCRETE STRENGTH TESTS JOB No.: 6641 DATE: /D SUPPLIER: SET 2 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 fax (214) 943 -7645 SHEET 3 OF C 235 Morgan Ave., Dallas, Texas 75203-1025 MIX DESIGN CEMENT CONTENT lbs.) FINE AGGR. (lbs.) COARSE AGGR. lbs. W/C RATIO (gals /sk REQ'D 7 DAY psi) REQ'D 28 DAY psi ADMIX SET1 3 Do0 SET 2 HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consufants PROJECT: HAVERTY'S DISTRIBUTION CENTER CONTRACTOR: HILL WIU<INSON, INC. LOCATION: COPPELL, TEXAS SAMPLE DATA TRUCK No. TICKET No. TIME BATCHED TIME SAMPLED CONCRETE TEMP. AIR CONTENT SET 1 LOCATION SET 2 LOCATION SET 1 l/ o39i/ 2 8,'1 4P1 /0:0 9i;t11? 7 /t1 d /f 3 CONCRETE STRENGTH TESTS JOB No.: 6641 DATE: /D SUPPLIER: SET 2 TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 fax (214) 943 -7645 SHEET 3 OF C 235 Morgan Ave., Dallas, Texas 75203-1025 PROJECT No: HENLEY JOHNSTON ASSOCIATES, INC. engineering geoscience consultants PROJECT: DAILY FIELD REPORT HAVERTY'S DISTRIBUTION CENTER REPORT DATE: 10- 1 -9 (o HJA JOB No: 6641 TECHNICIAN: I�c,rke., ue nI P y REVIEWED BY: CLIENT: HAVERTY'S FURNITURE CO. BRIEF DESCRIPTION AND LOCATION: F noL orra WEATHER: e nrx,• S TIME: START WORK: I I :gyp p M. DELAYS: NOtOE r STOP WORK: Id'.3O Pr( WORK PERFORMED THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION: (CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT. 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 REMARKS: POA ;r c' 4- TECHNICIAN: 13 ,p, ENGINEER: REPORT No.: z telephone (214) 941 -3808 fax (214) 943 -7645 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 w' t l 1a r x atfX t o Q c9 n n4U Lc -L-0/90 PPrt t o SHEET OF 3 235 Morgan Ave., Dallas, Texas 75203 -1025 HENLEY JOHNSTON ASSOCIATES, INC. engineerhg geoscience consuhants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: 10 WEATHER: an 7 5 COMPACTION METHOD: fJlfl REMARKS: Cl Q 9 FP P ons kn PAST.c.1 O A-4'1 Pt1re+- prj 1,.rss$cOmn TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS SHEET a OF fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203-1025 LABORATORY DATA ASTM D 698 FIELD TEST DATA DENSITY: ASTM D 2922 MOISTURE: ASTM D 3017 COMPLIES PROJECT SPECS. FIELD IDENT No. LOCATION LAYER OPT MC STD DEN (pcf) DRY DEN (pct) MC DRY DEN YES NO 1 ru m -3, ayO q5.1 qty ay. TU 0 13L4 a3q q (>0 TU o✓ 1 I 1 5. o 6 5.o 9 TtL07 ii 't GI7 ac-C1 3 0 Tt t_03 II i t v v G'.) a 3,9 9 v FL O a (0.7 qa .3 Go. as. '3 o o P o."0.,0.c9 a62.) 009 as.g c i N/ D O POn-1:1 (3/■4,c, c --1 c(d.q) 4 ?9 i av I 9 PROJECT SPECIFICATIONS MOISTURE: RANGE FROM 0 TO 4 FROM OPTIMUM MOISTURE CONTENT DENSITY: MINIMUM 95 MAX. DRY DENSITY AT FUTURE PAVING BUILDING AREAS MINIMUM 90 MAX. DRY DENSITY AT LANDSCAPE AREAS HENLEY JOHNSTON ASSOCIATES, INC. engineerhg geoscience consuhants PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641 CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.: LOCATION: COPPELL, TEXAS DATE: 10 WEATHER: an 7 5 COMPACTION METHOD: fJlfl REMARKS: Cl Q 9 FP P ons kn PAST.c.1 O A-4'1 Pt1re+- prj 1,.rss$cOmn TECHNICIAN ENGINEER REPORT No. telephone (214) 941 -3808 FIELD COMPACTION TESTS SHEET a OF fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203-1025 0 ©0 0 0© 0 00 TELp Q l TEL_ e32 SCALE FEET TEL b t I i i i r T�°II 1 t® F ti SveceADE 4. (�,fic CFit_L HAVERTY'S FURNITURE REGIONAL DISTRIBUTION FACILITY FIELD DENSITY TEST LOCATION PLAN 0 50 100 200 HENLEY JOHNSTON Sc ASSOCIATES, INC. engineering geoscience consultants HJA No.: 6641 PLATE 3 3 DATE AUGUST 1996