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2002 11 23 Pre Design Testing Results
i 11/24/2003 MON 16:45 FA 561 589 6469 KS3M: ENGINEERING 444 SEBASTIAN BLDG. I�}002 I K S KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 FAX (772) 589 -5469 SEBASTAI\ (T72) 589 -0712 MELBOURNE (321) 768-8488 E.2.. 5893 ST. LUCIE (772) 229 -9093 II November 23, 3002 a, JobearlWarden Construction 1950 Danr Drive N.E. Palm Bay, Florida 32905 Re: Sebastian Municipal Airport Access Roads -Water & Sewer Sebastian, Florida Taxiway KSM No. 36254-1d Dear Sir: s�o � Enclosed, please find the nuclear density results for the watermain crossing on the taxiway at the above referenced project_ Sh uld you have any questions, please feel free to call. I tfully, R 6, , P.E. Cal F '. Sebastiarr -Suilding Department I( C� R pcp C7 O C T, N a+ YJ�l N t* w _. _ .. �.- -mac :: i6 =. _ .. -_ � _ . _ - - - - -��• -c .. C? I- F' Q � C) C) O O Imo. T rt -.•. ,'S 7 :V ti hYi 1 ••�. - -... .._ .. Ln .. 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H CD C7 J- H (D w 0 tr tir 0 m O A n � b F' H O N Su pi I1f "y (D ly H (A x O r fD p P W r lii I -i d r1 W W C) • :� t� n (D ;:1 O rd N (n a to :i� Lei 00 tlo Q0 Ad W • > nn Cfl 'CJ C]l n �e 11] - - mom F-3 0 o� � Ir rJ H bi j rn T' H LrJ t -- w O m ;cf H .� X :m !t s 1--r' Q H V7 t' ' '� (A 00 C'l H j1 M C� i L7 O CI � 2 ,. m m CO n ct ti ID sD o (D w 0 tr tir 0 m A b Z N Su pi I1f "y (D ly H (A x O r fD p P W lii I -i d r1 W W C) • :� (D ;:1 N (n a CID r 11] - - I' -1 I (D rt a 1- Ic 7� m f ti O Fd � z N m N H mm m n - I b' 6) �z I W I I z I V} � rT U v I I I (nrm �t tx to -i m �O> �y m F-r z I O N �!? Nm coy 1 I cD ao cg — Z CD r�L (Doi - c) 1 - - — - - W W N I KSM ENGINEERING SEBASTIAN BLDG. toUU3 i 1�1/* /2003 FRI 12:16 FAX 561 589 6469 Ksm KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. Ax (772) 589 -6469 SEBASTIAN (772) 589.9778 .O. BOX 78 -1377, SEBASTIAN. FL 32978 -1377 MELBOURNE {321 � 768 -8488 5693 ST. LUCIE (772) 229 -9093 SOIL COMPACTION REPORT ASTM D 1.557 and ASTM D 2922 ;4 DATE TESTED DcccrrLbcr 15, 2003 Job #: 36254-5d/JZ/AO 'F t PER. CLZ 4 r ? CON -TOR JobeaY/Warden Construction i JOB LOCATION: Sebastian Airport Airport Drive Wes Sebastian, Florida , MATERIAL Brown Sand w /Marl TTEML TESTED Stabilized Road Subgrade ----------------------------------------- ------------------------ - - - - -- '.TEST LOCATION DEPTH MIS- DRY MAX. DRY PERCENT OF SAMPLE TURF DENSITY PROCTO'R VALUE COMPACTION �I 0 1 Eastbound Lane TE)A11-- 00 e W �tbound 5k3 +50 3 Noithbound Lane 97A16+00 4 Southbound Lane STA18 -50 5 Northbound Ldne STA21 +00 6 Southbound I i �ane 7o thbound e 6 +00 0" - 12" 9.5 116.0 „ {, .4 10.0 115.51 11.5 114.8 12.0 116.0 11.0 115.Q 9.5 114.8 10.5 115.0 116.8 IV m 99.3 98.9 98.3 i 99.3 C i 98.5 4 98.3 98.4 / /2003 ]RI 12:16 FAX 561 589 6169 RS?d ENGINEERING SEBASTIAN BLDG. X004 t KSI� p 3, ELLS A, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. .0. BOX 78 -13771 SEBASTIAN, FL 32978 -1377; FAX (776) 589 -8469 sLB (372) 768.8488 � MELBOURN I�RNE {321) 368 -8488 ;B.: 5693 ST. LUCIE (772) 229 -9093 `e LIMEROCK BEARING RATIO 4 FM 5 -515 DATE TESTED I December 5, 2003 CLIENT Jobear /Warden Cons!- ruction jOB LOCATION Sebastian Municipal Airport j Sebastian, Florida i II PERMIT # f. i I PI ECT NO. KSM 36254 -4d QI. I� k IT D BY - Tony i TTEM TESTED Stabilized Subgrade ' MATERIAL Brown Sand w�Marl y SAMPLE LOCATION L.E.R. 6 1; M STA30 +00 52 Airport !Drive WeSL 1 2 STA20 +00 45 i I Airport Drive West 1i I r I k �r r 1 welf V\Tr-TMrVDTNG 44-► SEBASTIAN BLDG. '. zoos /2003 FRI 12:17 FAX 561 589 6469 KSM ELLEIR, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC 377 FAX (772) 589-6469 SEBASTIAN (772) 589-0712 Q. BOX 78-1377, SEBASTIAN, FL 32078-1 MELBOURNE �321) 768-8488 B.; 5693 ST. LUCIE 772) 229-9093 MOISTURE- DENSITY RELATIONSHIP MODIFIED PROCTOR(ASTM D 1557) DATE November 21, 2003 JOB #: 36254 CLIENT Jobear/Warden Construction PROJECT Sebastian Municipal Airport Sebastian, Florida 119.0 W E 118.0 G F 117.0 i T P. 116.0 C. 1 71 1 I I 1 1 ----- ----- I - - - - -I D R Y 114.0 113.0 8 10 Il 12 13 14 15 Moi ture - 2ercent Of Dry Weight Description: Brown Sand w/Marl 'bry Density: 116.8 P.C.F. O 1, 1Fl13m Moisture: 11.0 Percent Ror;,ald G- Keller, P.E. gi w 12/02/2005 TUE 16:45 FAX 561 589 6469 KSM ENGINEERING SEBASTIAN BLDG. 002 11 iJ 1Tl KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P -a. SOX 78 -1377, SEBASTIAN, FL 32978 -1377 FAX (772) 589-6469 SEBASTIAN (772) 589 -4712 E.B.. 5693 MELBOURNE (321) 768 -8488 ST. LUCIE (772) 229 -9093 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED November 21, 2003 Job 4: 36236- 3d /JZ /PB PERMIT CLIENT/ CONTRACTOR icbear /Warden Construction JOB LOCATION: Sebastian Airport Sebastian, Florida MATERIAL Brown Sand w /Marl ITEM TESTED Stabilized Subgrade '------- - - - - -- --------------------------------------------------- - - - - -- -- TEST LOCATION DEPTH MOIS- DRY MAX. DRY PERCENT' OF SAMPLE TURE DENSITY PROCTOR VALUE COMPACTION Taxi -way Drive 1 1001 East of "Airport Drive 2 3001 East of Airport Drive 9 k � 0" - 12" 6.5 %1 '1.0 116.0 116.8 99.3 115.0 %' 96.5 ;r T' 1 k d 9 k � 0" - 12" 6.5 %1 '1.0 116.0 116.8 99.3 115.0 %' 96.5 12/02/2003 T`UE 16:45 F_A-1 561 589 6469 KSM ENGINEERING SEBASTIAN BLDG. U001 KSM [KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.Q. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 FAX (772) 569 -6469 SEBASTIAN (772) 589 -0712 E,B.: 5693 MELBOURNE (321) 788 -8486 S`F. LUOI E (772) 229 -9093 December 1, 2003 Jobear/Warden Construction ii 1950 Danr Drive N.E. Palm Bay, Florida 32905 Re: Sebastian Municipal Airport i. Sebastian, Florida KSM 36254 -3d Dear Sir: Enclosed, please find the nuclear density test results performed on the stabilized subgrade at the referenced project. If you have any questions, please feel free to call me. espectfully, i< Ro Id e , P. E Fax Seha tian G pb ,I I �' II But ..pa /ment 12/02/2003 TUE 16:45 F.a1 561 589 6469 KSM ENGINEERING 444 SEBASTIMN' BLDG- (a 003 PROJECT NO. KSM TESTED BY KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. Stabilized Subgrade P.Q. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 FAX (772) 589 -6469 SEBASTIAN (772) $9 -0?12 MELBOURNE (321) 768 -8488 c E•B•: 5693 ST. LUCIE (77 ?) 229 -9093 SAMPLE ------ LOCATION -- - - - - -- l 5TA30 +00 t Airport Drive West `I LIMEROCK BEARING RATIO ' FM 5 -515 i DATE TESTED November 27, 2003 t is � CLIENT Jobear /Warden Construction O (� JOB LOCATION Sebastian Municipal Airport y Sebastian, Florida 1 a. i, -B -R R. 42 PERMIT * . PROJECT NO. KSM 36254-3d TESTED BY Tony X41. ITEM TESTED Stabilized Subgrade MATERIAL brown Sand w /Marl SAMPLE ------ LOCATION -- - - - - -- l 5TA30 +00 t Airport Drive West a. i, -B -R R. 42 12/02/2003 TUE 16:45 FAX 561 589 6469 KSM ENGINEERING 44-* SEBASTIAN BLDG. 0004 KS KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. 4� P.O. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 FAX (772) 589 -6469 SEBASTIAN (772) 569 -0712 MELBOURNE (321) 768 -8488 F.1 E.B.: 56913 ST. LUCIE (772) 229 -9093 f' F LIM'EROCK BEARING RATIO FM 5 -515 T D� TESTED November 27, 2003 CLIENT - Jobear /'garden Construction iT , �I I JOB LOCATION Sebastian Municipal Airport M Sebastian, Florida I 'k PERMIT - PROJECT NO. TESTED SY STEM TESTED MATERIAL SAMPLE p!. G� h{I f Ii KSM 36254 -3d Tony Roadway Base Cemented Coquina Rock LOCATION STA30 +0C Airport Drive West L - B.R. 1.15 .r 4� F.1 F KSM 36254 -3d Tony Roadway Base Cemented Coquina Rock LOCATION STA30 +0C Airport Drive West L - B.R. 1.15 en o 0 — — — — — — — — 19 -6 tiro — — In Z 4mrn _ CF) ao rn cc (0 CD to rv- N //�� N t V V • I,- CV 11 Z t- c:tI 1 I H ZZw I .-I 2 D W D W LU - U) rn r u) w I I 1 1 z � d � rn Z ID CC o� 1 1 L1.1 u°Oi z w z z z Z w z w fA _d r` LO ! T 1 1 ti U M (10 ------ - - - to - � 0 rn m er] ui F— I Q m — W w u) w � s r- f�7 L) cc C1j 1 I CD r 4-) X W Q m CD CD Ln W O po ri •• — — — — — — — — — — — — — — — — — — In t I I 1 I I I .-I I I 1 1 I I I I 1 1 I l LO ! I I 1 1 I ------ - - - - -- - - ----- — eT f�7 1 1 1 I r 4-) •• I I I , I I 1 to � I I 1 1 I I I •�i W ,-1 r- F--1 4J I tt 1 C l4 1 1 I I I I I N W LO O O 1 1 I ( I I Q 4-1 1•4 1 I I I I 1 I r I 4 -1 H Q U •a-1 I I 1 I I 1 I O 4 ,S, F4 E-I -P r-1 to fLrwim_ r'1 Ul a 0 0 rl -1 I I I r r ! �4 N �+ A4 o C) U ,-1 I I I , 1 1 0 to H© tV ri O F-i S ri I I I I 1 I — — - -- -- a I '�' 2 © rI � ! I I i I [sr W PG crf !y 1 I 1 I I I N b (ll A d J; c 1 I I I I I I Ir U U r 1�1 rd rU I I Li -rl -1 r 1 I I I 1 I+ Ui C11 (U �U -) — -- - — - -- -- - 04 H C U) I i i j on H Ct l U1 as IU rJ I I I I 1 I I O o A IQ I 1 I i I I I O HI Q O O w N I 1 I I ! I �4 2 U] 0 0 C] � I I I ! 1 I I C) O O r] C) C7 O 4--1 Fl (11 V In V I 1 I ri rI r I Qa G w N -.--1 (D 'A 4; _... A U 0 • rn >t 2 FWj - �a : .:,• r - �s+lJ• a .r.,� � eat ! - � � y� �s.�qm�- '�^.z��+•' �+-] ,. Q IZ . +, -. ..x ::,gip - #�.�•+�4>�. -- 7+.2si,�:._- �w�e.: -t - c. -. �- -n- e.Ib;s�•.•- - 13/4- ....... .. .. rr' �oitr�cris3s,�- 11/24/2003 LION 08:42 FAX 561 589 6469 KSM ENGII)EERING 8001 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.Q. BOX 78 -1377, SEBASTIAN, i L, 32978-1377 FAX (772) 589 - 661 -169 SEBAS T WN (772) 589 -0712 E.iS.: 5693 MELBOURNE (321) 768 -8465 ST, LUCIE (772) 229 -900-3 November 23, 2003 JobearlWarden Construction 1950 Danr Drive N.E. Paim Bay, Florida 32905 Re: Sebastian Municipal Airport Sebastian, Florida Stabilized Subgrade KSM 36254 -2d Dear Sir: Enclosed, please find the nuclear density and iimerock bearing ratio test results performed on the compacted stabilized subgrade for the road at the referenced project. If you have any questions, please feel free to call me. spectfully, f v Ron G. Keller, E. dent Fax o: Seba5tiarf Bii idling Qepartrn RGKlpcp 11/24/2003 MON 08:42 FAT 561 589 6469 KSM ENGINEERING [1002 SM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 FAX (772) 589-6469 SEBASTIAN (772) 589 -0712 E.B.: 5693 IUt ST. UCIE (772) 229 -9093 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED Nove,7ber 18, 2003 aob #: 36254- 2d /JZ /PP PERsyIT CLIENT/ CONTRACTOR Jobear /Warden Construction jOB LOCATION: Sebastian Airport Sebastian, Florida MATERIAL Gray Sand w /Marl & Shells ITEM TESTED Stabilized Subgrade -Road TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT Or SAMPLE TUBE DENSITY PROCTOR VALUE COMPACTION Ai -=port Drive -West 1 STA 29 +00 0" - 12" 7.5 117.0 118.4 98.8 North Bound Lane 2 STA 27-x00 0" - 12" 8.0 118.5 100.0 South Bound Lane Airport Drive - Center 3 STA 41 +00 0" - 12" 6.5 118.0 118.4 99.7 East Bound Lane 4 5 A 43 +00 0" - 12" 7.0 117.2 99.0 West Bound Lane 5 STA 45.00 0" - 12" B.0 118.0 99.7 East Bound Lane 11/24/2003 MON 08:42 FAX 561 589 6469 KSM ENGINEERING I{7.j003 KSM KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 Fax (772) 589 -6469 SEBASTIAN (772) 589 -0712 E.B.: 5693 MELBOURNE S iLUCIE (772) 229993 MOISTURE - DENSITY RELATIONSHIP MODIFIED PROCTOR(ASTM D 1557) DATE November 18, 2003 JOB #: 3625¢ CLIENT Jobear /Warden Construction PROJECT . Sebastian Municipal Airport Sebastian, Florida 120.0 W I I 1 I I I I I E 119.0 - 1 ----- I_--_- 1 ,.._-- I----- I--- __I- _--- j - - - - -1 I I I I I I I I I G ! I I 1 I I H 118.0 - I-- _-- 1---- -I - - -- -- --- I-- - - - {_- -- 1 - - - - -1 i I I I I V I I I I I 9 I I ! I P. 117.0 1 - - --- 1 -- 7 -__ I __ -- j----- 1 - - - -- I - --- 1 F. I ! I I I I I ---- 1.. - -..- D I I I I f I I R I I I I I I I I 115.0 -I - -- -{----- 1----- I----- 1----- 1----- 1 - -, - -1 114.0 -1- --- 1----- 1----- 1----- 1--=- 1----- 1 -7 - - -1 7 8 9 10 11 12 13 Moisture - Percent Of Dry Weight Soil DescripLion: Gray Sand WMarl 8 Shells Max. Dry Density, 118 -4 P.C.F. Optimum Moisture: 10.4 Percent Ronald G. Yeller, P.E. 11/24/2003 MON 08:43 FAX 561 589 6469 KSM ENGINEERING 2004 KSM KELLER, SCHLEICHER & MaoWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 FAX (772) 589 -6469 SEBASTIAN (772) 589 -0712 E.B.: 5693 MELBOURNE (321) 768 -8488 5T. LUCIE (772) 229 -9093 LIMEROCK BEARING RATIO FM 5-515 DATE TESTED Nov'el`%ber 18, 2003 CLIENT Jobear /'Warden Construction JOB LOCATION Sebastian Municipal Airport Sebastian, Florida PERMIT PROJECT NO. KSM 36254 -2d TESTED BY . Tony ITEM TESTED Stabilized Subgrade Materials in Driveway Area MATERIAL Gray Sand with Ma.r? and Shell SAMPLE LOCATION L.B.R. 1 28 =00 56 Airport- Drive West 11/24/2003 MOIN 08 :43 FAX 561 589 6469 ESM EI GIINEERING 005 K S lYf KELLER, SCHLEICHER & MaoWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78 -1377, SEBASTIAN, FL 32978-1377 FAX (I72) 589-6469 SEBAS" AN (772) 589 -0712 2.8.. 5543 MELBOURNE (321) 768 -8488 5T. LUCIE (772) 229 -90793 November 20, 2003 Capp Custom Builders, Inc. 109 Harbor Point Drive Sebastian, Florida 32958 Re: Key West Inn 11 Sebastian, Florida KSM No. 33029 -2d Dear Sir: Attached are the nuclear density test results performed on the driveway at the South Entrance at the above referenced project. hould you have any questions, please feel free to call. C I n I -. Keller, E F To. Sebastian Building Department PGP 11/24/2003 MON 08:43 FAX 561 589 6469 KSM ENGINEERING R006 S KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 75 -1377, SEBASTIAN, FL 32978 -1377 FAX (772) 589-6469 SEBASTIAN (T72) 569 -0712 E.B,: 5693 MELBOURNE (321) 768 -9488 ST. LUCIE (T72) 229 -9093 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED : November 14, 2003 JOB # : 33029- 1d /JG /PB PERMIT No. CONTRACTOR Capp Custom Builders, Inc. jOB LOCATION: Kcy West Inn II Sebastian, Florida ITEM TESTED Driveway -South Entrance MATERIAL Brown Sand w /Rock --------------------------------------------------------------------- TEST LOCATION DEPTH MOIS- DRY MAX. DRY PERCENT OF SAMPLE TUBE DENSITY PROCTOR VALUE COMPACTION ---_------------_- ------------------------------------------------ - - - - -- 1 East 0" - 12" 7.4 118.9 120.4 98.8 2 Center „ „ 119.3 IN 99.1 3 West „ „ 119.0 " 98.8 11/24/2008 RON 08:48 FAX 581 589 6469 ESR ENGINEERING ID 007 11 S 11l KEL.LER, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC. P.Q. BOX 78 -1377, SEBASTIAN, FL 3297 6-1377 FAX (772) 589 -6469 SEBASTIAN (772) 58"712 E -B.: 5693 MELBOURNE (321) 768 -34E8 ST. LUCIE (772)'229 -5093 MOISTURE - DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1537) DATE November 14, 2003 JOB #: 33029 CLIENT Hearndon Construction, Inc_ /Capp Custom PROJECT Key West Inn II Sebastian, Florida 122.0 - I----- I---_- 1--- __I-- ,�_I�---- I----- I - - - - -I f f I f I f I f W I i i f 1 f I I E 121.0 -#----- f----- I----- I----- j----- f----- I- -- - - -I G Hi 120.0 T - I - - - - -1 - - -- # - --- I - - - -- - - -^ I - -- I - - -- I I I I 1 I I f I I 1 I 1 ] I l P. 119.0 C. - I__ ---_I --- I__- _- i�--- -I - --- I----- I - - - - -€ I 1 f I I f 118.0 �I -- -- i----- I----- I-- _-- I- - - - -(- -- f� - - - -f D R Y 117.0 I- - - -- ----- I----- I----- 1--- - -I - -- I - - - --1 • I I I f 1 I I I # f I I I f I 116. - I----- I----- IM..___Iw---- I-- _��I - - - - -# - - - -I 7 8 9 10 11 12 1A 14 Moisture - Percent Of Dry Weight Soil Description: Brown Sand w /Rock Max. Dry Density: 120.4 P.C.F. Optimum Moisture: 10.4 Percent Ronald G_ Keller, P.E. 11/24/2003 NOI 08:43 FAX 561 589 6469 SS1H ENGINTMING 191008 S KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 781377, SEBASTIAN, FL 32978 -1377 FAX (772) 589 -6469 SF6ASTIAN (772) 589-0712 E.�S•: 5653 MELBOURNE (321) 768 -8488 ST. LUCIE (772) 229 -9093 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED November 20, 2003 jOB #l: : 35221- 1d /ES /PP PERMIT # CONTRACTOR . MGF3 JOB LOCATION: Henry Fisher Residence 6 /A, Fisher Lake Island 1506 Eagle Circle Sebastian, Florida ITEM TESTED : Compacted Foundation Fill TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1 N.E. 0" - 12" 30 110.1 111.9 98.4 2 N,W. 34 109.3 97.7 3 Center 12" - 24" 40 110.4 98.7 3 S.F.. 0" - 12" 36 108.4 " 96.9 4 S.w. " 34 109.1 " 97.5 Soil Description: 113.0 1---I---I--- I- ----I--- I-- -I - - -I Brown Sand W E 112.0 1--- I--- I- --I--- I--- I-- -I - - -I In Place Moisture: I 6.4 Percent G 111.0 1- - -I - -- - -1 - - -I - I-- -1 - - -I H Optimum Moisturc. T 110.0 1---j- -I -- I -- - I - - - I -1 - - -I 11.0 Percent P. 109.0 1 - - -I - 1--- 1--- 1--- I - - - -I Max. Dry Density: C. 111.9 P.C.F. F. 108.0 I --° -I -- I--- I--- 1- ° -I - - -I -I @ Test Locations The D Density & Penetrometer R Readings Indicate the ,Y Degree at Compaction bvMee is Mini Required. _ 107.0 1 -- 1---1---1---1 - - -1- -1 106.0 1 --- j--- &--- 1--- I--- 1--- I --- 1 8 9 10 11 12 13 14 1 Moisture - o Of Dry Weight Readings TcL o Natural ' Gra Res t fiilly it Ro a d e r, . E F v: reba i n ui di r LDep k t 11/24 ✓2003 MON 08:44 FAX 561 589 6469 SSM ENGINEERING Q009 SM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. PG. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 FAX (772) 589.6466 SEBAST AN (772) 559 -0712 E.£i_: 5593 MELBOURNE ( =) 768 -8488 ST. LUCIE (772) 229,9093 DATE TESTED PERMIT # CONTRACTOR . JOB LOCATION: SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 November 21, 2003 Green Brothers 738 Barber Street Lot 22 Mock 135 Scbastlan, Florida ITEM TESTED : Compacted Foundation Fill JOB # : 36242- 1d /JZ /PP TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACT ±ON ------------------------------------------------------------------------ I S.W. C" - 12'' 45 107.4 110.8 96.9 2 S.E. 51 106.0 97.5 3 Center 12" - 24" 49 106.5 96.1 4 N.W. 0" - 12" 53 107.0 96.6 5 N.E. 51 107.5 " 97.0 Soil Description, 112.0 [--- I------- [--- [--- [-- -[ - - -[ Light Brown Sand W E 111.0 I--- I--- E------ I--- I-- -�-__I In Place Moisture: I 7.0 Percent G 110.0 [-- - - - -[- -� - -[- - - - - - °I H Optima= Moisture: T 109.0 [-- -_[_ -- _-- f - -_[ -- - __I - - - I 10.4 Percent P. 108.0 - - -[- -� -- I -- I - -I -� - - -I Max. Dry Density: C. 110.8 P.C.F. F. 107.0 I - - -� -------- I - - -[- -I - - -j @ lest Locations The D 106.0 I- ,�I-- -1-- -I--- I - - -I- [ - - -I Density & Penetrometer R Readings Indicate the - Y 105.0 - -- --- 1--- I------ 1-- -� - - -I Degree of Compaction `Meets 7 8 9 10 .1 12 13 14 M nimum Required. _ Moisture - Of Dry Weight. en. Readings Ta N ral'Grade. R tfull i d s JF R en. G. eller, P.Ey T Sebasti Bui g Departlzt 11/24/2003 MON 08:44 FAX 561 589 6469 KSM ENGItiEERING 191010 S i Tom, KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78 -1377, SEBASTIAN, FL 329781377 FAX (772) 589 -6469 SEBASTIAN (772) 589'0712 E.B.: 5693 MELBOURNE (321) 768-8485 ST. LUCIE (772) 229 -9093 SOIL COMPACTION REPORT AST'M D 1557 and ASTM D 2922 DATE TESTED : November 20, 2003 JOB # : 34970- ld /JZ /PP PERMIT # CONTRACTOR . Ando JOB LOCATION: Cor. Straite Ave /Clearmont $L. 21/175, Sebastian Highlands Sebastian, Florida ITEM TESTED : Compacted Foundation Fill TEST LOCATION DE P i H *PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1 N.W. 0" - 12" 44 103.4 108.3 95.5 2 S.W. IN 42 103.0 IN 95.1 3 Center 12" - 24" 47 104.0 96.0 4 N.E. 0" - 12" 59 104.5 " 96.5 5 S.F. 46 104.0 96.0 Soil Description: 110.0 1- __I--- 1--- I___1___1___I__ -[ Cray Sand W E 109.0 1 --- 1--- [ --- I --- I --- [---1 --- I In place Moisture: I 6.0 Percent G 108.0 I- - -[ - -- - - - I - -- ----- -I - - -1 H Optimum Moisture. T 107,0 I - - -I --1---I - [ --- - [ - -I 11.0 Percent p. 106.0 � -- �--- [--- �--- [ - --I- -1 - - -[ Max. Dry Density: C. 108.3 P.C.F. F. 105.0 1_ @ Test. Locations The D 104.0 I -- 1--- I--- I--- I-- -I - - -I - ~I Density & Penetrometer R Readings Indicate the X 103.0 1 --- 1--- I--- [--- I--- 1-- -[---I Degree of Compaction Meets 8 9 10 11 12 13 14 15 Min' um Required. lRes Moisture - % Of Dry Weight *Pe . Readings Taken To Natural'Grade. tfu11y. S , .. _ Ron ld '-- e`1 Fax • 5eba 11/24/2003 MON 08:44 FAX 561 589 6469 SSM ENGINEERING 0011 S M KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. SOX 78 -1377, SEBASTIAN, FL 32978 -1377 EAX (772) 589 -6469 SEBASTIAN (rr2) 689 -OT12 E.B.: 5693 MELBOURNE (321) 768 -8488 ST. LUCIE (772) 229 -9093 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2 922 DATE TESTED Nove.mbec 21, 2003 JOB # : 34613- 1d. /ES /PP PERMIT fi CONTRACTOR : MGB JOB LOCATION: Craft Residence 562 Alamanda Avenue 2/25, Sebastian Highlands Sebastian, Florida ITEM TESTED : Compacted Foundation Fill TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION ---------------------------------------------------------------------- 1 N.E. 0" - 12" 36 111.0 111.2 99.8 2 N.W. 34 109.3 98.3 3 Center 12" - 24" 40 107.1 96.3 4 S.W. 0" .. 12" 36 108.4 97.5 5 S.E. 34 108.1 97.2 Soil Description: Brown Sand In Place Moisture: 8.4 Percent Optimum Moisture: 12.0 Percent Max. Dry Density: 111.2 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the D of Compaction Meets MIegr e nl um Required. . * e Readings Taken' Na Res e tfull,y S t d: W E I G H T 113.0 j-- _(..- .i�- ��-_-- - -I - -- i - - -{ 112.0 {--- j--- I--- i - - -.{ -- j-- -� - - -i 111.0 �_- _i-- -i - - -{ i- �`- -i - - -i 110.0 � --- i --- 1- /_i--- i--- - - -{ F. 109.0 {-- -� - - -i -- {--- {-- -i - - -� - -{ C. F. 108.0 j-- -j - - -j -- {--- {--- { - - - {- j D 107.0 1- - -i - -- --- j - -- i--- if- -I - -�{ R Y 106.0 i-- ..j_- _i--- i--- {--- i - - -� -- I 8 9 1 11 12 13 14 15 Ural Grade.. R nal G. e] e , P.E F 0. Sebas i n_Bt�� 'i Dep ra3nt Moisture - % Of Dry Weight ,11/24/2003 MON 08:44 FAX 561 589 6469 SSM ENGINEERING Q012 S KELLER, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC. P0. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 FAX (772) 589-6469 SEBASTIAN 772 56-0-Of 12 E.B.: 5693 MELBOURNE (321) 768 -BASB 5T. LUCIE (772) 229 -9099 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED November 21, 2003 JOB : 34495- Id /JZ /PP PERMIT CONTRACTOR ViCB JOB LOCATION: 101 Keystone Street Lot 17 Block 567 Sebastian, Florida ITEM TESTED Compacted Foundation Fill ---------------------------------------------------------------------- TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT OF S.AIMPLE READ DENSITY PROCTOR VALUE COMPACTION 1 S.W. 0" - 12" 49 103.7 108.3 95.8 2 S.E. 52 104.0 " 96.0 3 Canter 12" - 24" 59 104.5 " 96.5 4 N.w. 0" - 12" 51 143.5 95.6 5 N.E. 52 103.5 95.6 Soil Description: 110.0 1 --- 1-- �1- -- 1`-- 1�-- 1-- -I - - -I Gray Sand W E 109.0 1 - - -1 -- 1 - - - -� - - # - - -1 In Place Moisture: I 7.5 Percent G 108.0 J--- i--- I - - -I- - H optimum Moisture: T 107.0- 12.0 Percent F. 106.0 i -- l - 1- - I--� I Max. Dry Density: C. )1131a 1.08.3 P.C.F. F. 105.0 I-- -1 - - -1 - 1-- -1 @ Test Locations The D 104.0 - Density & Penetrometer R Readings Indicate the Y 103.0 - -I Deg ee of Compaction Meets 8 9 1 11 12 13 1a 15 Min' um Required. r _ Moisture - a Of Dry Weight e Lf eadin s NaL'uz�a rade. Res ully - Y h� e : /' 1A n G . e 12,6r .Pt,r Seba ti n B Departm t ae i 01/2'9/2004 THUI 09 :12 FAX 561 589 6469 KSM ENGINEERING 44� SEBASTIAN BLDG. 2001 !' KSM i 7; Ali Q � 1 TELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. :O. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 MARTIN (772) 337 -7755 SEEIAS-nAN (772) 5$9 -0712 H . 5693 I PALM BEACH (5f 1) 845 -7445 MELBOURNE (321) 768 -8488 FAX (172) 589 -6469 ST. LUCIE (772) 229 -9093 January 22, 2004 Jobear /Warden Construction 195b Danr Drive N.E. Palm Bay, Florida 32905 Re: Sebastian Municipal Airport Sebastian, Florida KSM 36254 -6d D ir�r4 M4 L; Dear Sir: Encl'�Osed, please find the nuclear density test results performed on the backfill over the storm drain culverts at the referenced project. t I lqoi have any questions, please feel free to call me. I Re e ly 4 i eller, P.E. ZI s ent QS Sebastiarr Building Department RG ley - ":4 01/ 8/2004 THU 09 :13 FAX 561 589 6469 KSM ENGINEERING SEBASTIAN BLDG. 16005 KS I 'ELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. O, BpX 78- 1377, SEBASTIAN, FL 32978 -1377 MARTIN (772) 337 -7755 SEBASTIAN (772) 589 -0712 P , 5691 PALM BEACH (5611) 64b -%445 MELBOURNE (321) 768 -8488 FAX (772) 589 -8469 ST LUCIE (772) 229 -9093 MOISTURE- DENSITY RELATIONSHIP h MODIFIED PROCTOR (ASTM D 1557) DATE January 22 2004 JOB #: 36234-6F(B) f CLIENT Jobear /Warden'Construction f� i PkCJECT Sebastian Munzcipal Airport 1 ,I .IP W ? X111 I Sebastian, Florida I L128.0 - I----- I----- j----- [----- I - - - - -I BY: W I ! I I I I 1 E 127.0 - !---------- I---- -I - - -- ---------- I - - - - -I j T V 1 I ! I I I;i H 126.0 - I - - -- - ! -_ - -- I -- - -, ------------ - - - -- T I I I I I I ! I I I I 125.0 - - - -- - I--- - -I - -- - I------- - - -I -- - -I F. I I [ 1 1 l 124.0 -I - - -- - - - -- - - - - -j ---- I - - - - -} - - - -I - - - -I D R ! I I I I I Y 123.0 - - -- - - - -- I - - - -- I - -- -- I - - - -- j - - - -- I - -__- I I I I I ! ! 1,2,2.0 ------ 1-------- - -I - -- - I----- 1--- - -I - -- -I 3 6 7 S _0 11 12 Moisture - Percent Of Dry We_ght 4 Soil Description: Cemented Coquina Rock Maxi Dry Density: 127.2 P.C.F. Upt raum Moisture: 9.4 Percent 1 Ron Id O. Keller, P.E. i k 11 l 3 01/� /2004 THU 09:13 FAX 561 589 6469 KSM ENGINEERING SEBASTIAN BLDG. 16004 KSM ELL.ER,! SCHLEICHER .& MacWILLIAIM ENGINEERING AND TESTING, INC. 0. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 MARTIN (772) 337.7755 SEBASTIAN (772 689 -0712 PALM BEACH (561) 845.7445 MELBOURNE (321 768$488 FAX (772) 589 -6469 ST. LUCIF. (772) 229 -9093 MOISTURE- DENSITY RELATIONSHIP MCDIFIED PROCTOR (ASTM D 1557 ) I I s C7FTE January 22, 2004 JOB #: 361254 -6p(A) CLIENT PROJECT W r G I �T P. C. F_ D R y Jobear /Warder: Construction Sebastian Municipal Airport Sebastian, Florida P, C N�/.;p i IPM 9 4 X11M1 I i ELY:_ I I 1 ? I I 1 I I I I I I I 1---7 . o ----- I - - - -- � ! I I I I I 1 "6. 0 - I - - - -- I - - - -- J -- -- , 115.0 - I - - - -- I -- -- I - - - -- I - - - - -- ! - - - -- I - - - -_ I - ---__ I I I I I ! I ! I I I 1 I l 1 I 114.0 -I - -- - I---------- J-- -------- I----- J - -- - -J I I I I l I I I I I I I I I I 113.0 - I-- - - -1 -- -- I----- I----- I------ J----- I - - - - -I I I I I I I I I 1 I I I I ! I 112.0 - I---------- I----------- ;----- I----- - - - - -J 6 7 6 9 10 '_1 12 13 i i Moisture - Percent Of Dry Ede -ght Soil Description: Brown and Gray Sand w /Clay I Max! Lary tensity: 117.0 P.C.F. 1 Optimum Moisture: 1C.4 Percent Rona-... G. Keller, P- E. 01/p I 29/2004 TIM7 09:13 FAX 561 589 6469 ESM ENGINEERING ��� SEBASTIAN BLDG. 2003 11, i ij K S M KELLE,R, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. ,,0. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 MARTIN (772) 337 -7755 SE8A5 T IAN (772) 689 -0712 B., 5693 PALM BEACH (561) 845.7445 MELBOURNE (32.1) 768 -8488 6 FAX (772) 569 -6469 ST LUCIE (772) 229 -9093 i I SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 , IPi DATE ESTED Ja,nuary 22, 2004 Job #: 36254 -6d /JZ /ley i PERMI 'CLIENT/ CONTRACTOR . Jobear /Warden Construction jJOB LICATION: Sebastian Ai ---port Ai --port Drive West i Sebastian, Florida MA "I'ERIAL Brown Sand w /Marl - i ,ITEM TESTED Back ill over Storm Drain Culverts 1 ------------------------------------------------------------------------ (- {�E ST OO:ATIOh? DEPTH MOIS- 'CRY MAX. DRY -, PERCENT € OF ;AMPLE TUBE DENSITY PROCTOR VALUE, COMPACTION 18" R P between Mes -10 & Mes -11 ;$ Tasuw Drive West . 9. 1- Lift 12" - 24" 4.5 116.5 (A)117.0 99.6 k: i Final ) Lift 0" - 12" 6.4 126.5 (B) 127.2 99.4 18" PCP between Mes -8 & Mes -9 ;Airport Drive West i } 7 . lzr Lift. 12'" - 24" 5.2 116.0 (A)1--7.0 99. i 2. Final Lift 0 " - 12 " 6.0 127.0 (3)127.2 99.5 01/29/2004 THII 09:12 FATX 561 589 6469 KSM ENGINEERING SEBASTIAN BLDG. Z002 KSM ELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. " .Q.. BO 78 -1377, SEBASTIAN, FL 32978-1377 MARTIN (772) 337 -7755 SEBASTIAN (772) 589 -0712. I' B.: 5693 PALM BEACH (561) 845 -7445 MELBOURNE (321) 768 -8488 Fr FAX (772) 589 -6469 ST. LUCIE (772) 229 -9093 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED PERMir CLIEN' / January 22, 2004 Job #: 36254 -6d /JZ /1ey CONTRACTOR Jobcar /Warden Cons Lruction 'JOB LOCATION: Seba Llan Airpor u Airport Drive~ West U14 Sebastian, Florida MATERIAL Brown Sand w /Marl -- ITEM ESTED Backfill over Storm Drain Culverzs TEST LOCATION DEPTH MOTS- DRY MAX. DRY PERCENT OF SAN'? �E TURE DENSITY PROCTOR VALUE COMPACT-7.ON i r 116.5 127.0 115.5 126.0 116-5 127.0 Ai port Drive West: 11 lifer l2" - 24" 5.2 116.0 8. Final Lift 0" - 12r' 6.5 126 -0 (A) 117. 0 (9)127.2 (A) 117 . 0 (S) 127.2 (A) 117. 0 (B)1127.2 99.6 99.5 98.7 99.1 99.8 99.8 (A)117.0 99.1 (B) 127.2 99.1 18" R -11P between Mes -1 & Mes -2 I 1. 1 12 " - 24 " 6.2 2. Final Lift 0" - 12" 5.5 i 18" RCP Between Mes -3 & Mes -4 E 3. 14` Lift 12" - 24" 5.S rt, 4. F;ixial Lift 0" - 12" 6.2 E'36" RCP Station -20 & Station -35 jAirpoft Drive West 5. 1 List 12" 24 " 5.3 �j 6. F ,nal Lift 0" - 12'" 6.0 i 18" RCP Between Mes -6 & Mes -7 i r 116.5 127.0 115.5 126.0 116-5 127.0 Ai port Drive West: 11 lifer l2" - 24" 5.2 116.0 8. Final Lift 0" - 12r' 6.5 126 -0 (A) 117. 0 (9)127.2 (A) 117 . 0 (S) 127.2 (A) 117. 0 (B)1127.2 99.6 99.5 98.7 99.1 99.8 99.8 (A)117.0 99.1 (B) 127.2 99.1 01/27%2004 TLE 13:30 FAX 561 589 6469 KSH ENNGI`TERING ��1/ j �j001 l L 1'1 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.b. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 MARTIN (772) 337 -7755 SEBAS7AN (772) 589 - 0712 E.B.: 5693 PALM BEACH (551) 845 -7445 MR ;OURNE (321) 768 -3488 FAX (772) 589 -6469 ST LUCIE (772) 229 -9093 January 27, 2004 Forte Macaulay Development Consultants, Inc. 1682 W. Hibiscus Blvd. Melbourne, Florida 32901 Re: Sebastian River Landing SID CR 514 Sebastian, Florida KSM 40632 -2d Dear Sir: Enclosed, please find the nuclear density test and Florida Bearing Value Test results performed on the stabilized subgrade under curbs and in roadway at the above referenced project. Jh you have any questions, please feel free to call, P tfu I ly, r, P.E.nt Sebastian Buiidina Departmen py Tee: Mosby &Associates RG K1pcp 01/27/2004 TUE 13 :30 FAX 561 589 6469 SSH ENGINEERING a OO2 K S KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 7$ -1377, SEBASl1AN, FL 32978-1377 MARTIN (772) 337 -7765 SEBASTIAN (772) 569 -0712 E.B.. 5696 PALM BEACH (561) 845 -7445 MELBOURNE (321) 768 -8488 FAX (772) 589 -6469 ST LUCIE (772) 229 -9093 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED January 19, 2004 JOS # 40632- 2d /JZ /PP PERMIT # CONTRACTOR Forte Macaulay Development JOB LOCATION: Sebastian River Landing S/D CR510 Sebastian, Florida ITEM TESTED Stabilized Subgrade Under Curbs TEST LOCATION DEPTH MOIS DRY MAX. DRY PERCENT OF SAMPLE TUR.E DENSITY PROCTOR VALUE COMPACTION StLmx Point Drive 1 STA 17 +00 0" - 8" 9.0 113.5 115.2 98.5 [forth Bound Lane 2 STA 19+00 " 9.5 114.0 99.0 South Bound Lane 3 STA 21 +00 8.4 115.0 " 99.8 North Bound Lane 4 STA 23 +00 9.2 113.7 " 98.7 West Bound Lane 5 STA 25 +00 8.0 114.0 " 99.0 East Bound Lane 6 STA 27 +p0 " 9.0 114.5 99.4 West Bound Lane 7 STA 29+00 " 10.0 115.0 " 99.8 North Bound Lane 01/27/2004 TUE 13:30 FAX 561 589 6469 KSH ENGINEERING X1003 S KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.Q. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 MARTIN (772) 337 -7755 SEBASTIAN (772) 589 -0712 E.B.: 5593 PALM BEACH (561) 845 -7445 MELBOURNE (321) 768 -8488 FAX (772) 589 -6489 ST. WCIE (772) 229 -9093 MOISTURE- - DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE January 19, 2004 jOB #: 40632 -2p PERMIT NO. - CONTRACTOR Forte Macaulay Development Consultants, Inc. PROJECT Sebastian River Landing 5/D CR510 Sebastian, Florida 117.0 -- i----- I----- I----- I----- I----- I----- I - - - - -I I I I I I I f I W I I I I I I f I F 1.6.0 - I---- -I - - -_ I - -__ I - -- I c--- I----- I - - - - -I I I I I I I f I I C H 115.0 - I----- I----- I- - - - -I- - -1 - -- I----- I -- - - -I T I I 1 I I I I I I 1 I I I I I P. 114.0 ----- ----- ----- 1----- I--- - -I -_- -I -- -I F. I I I I I I ! 113.(} - I- - -�-�I - - - -I -- - I----- I----- I - - - - -I - - - -I D I 1 I I I I I R I I 1 I I I I I Y 112.0 -I -- -- I----- I----- I----- I----- I--- - - -1 -- -�I I I I I I I I I I I I I I I I I 111.0 - - -- I - -- I - - - -- I - - - -- I - - - -- I - - - -- I - - -- I 6 7 8 9 10 11 12 13 Moisture - Percent Of Dry Weight Soil Description: Grayish Brown Sand w /Marl Max. Dry Density: 115.2 F.C.F. Optimum Moisture: 10.4 Percent Ronald G. Keller, P.E. 01/27/2004 TUE 10:30 FAX 561 589 6469 KSM ENGINEERING 1a004 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.Q. BOX 78- 1377, SEBASTIAN, FL 32978 -1377 MAR11N (772) 3$7 -7755 SEBASTIAN (772) 589 -0712 F.B.: 5693 PALM BEACH (561) 845 -7445 MELBOURNE (321) 766 -8488 FAX (772) 589 -6469 5T LUCIE (772) 229 -9093 FLORIDA BEARMG VALVE (FM 5 °517) DATE TESTED January 19, 2004 CLIENT Forte Macaulay Development Consultants, Inc. JOB LOCATION Sebastian River Landing SID CR510 Sebastian, Florida PROJECT NO. KSM 40632 TESTED BY JZ ITEM TESTED Stabilized Subgrade In Roadway & Under Curbs MATERIAL Grayish Brown Sand w /Mar] ;SAMPLE LOCATION F.B.V. 1 18 +00 88 2 20tOO 88 3 22-x-00 90 02/04/2004 WED I0 :56 FA.1 561 589 6469 KSH ENGINEERING 002 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. 130X 78 -1377, SEBASTIAN, FL 32978 -1377 MARTIN (772) 337 -7755 SEBASTIAN (772) 589 -0712 E.B.: 5593 PALM BEACH (551) 845 -7445 MELBOURNE (321) 768 -8468 FAX (T2) 569 -5469 ST. LUCIE (772) 229 -90-03 January 30, 2004 Jobear/Warden Construction 1950 Danr Drive N.E. Palm gay, Florida 32905 Re: Sebastian Municipal Airport Sebastian, Florida KSM 36254 -7d Dear Sir: Enclosed, please find the nuclear density test results performed on the road base at the referenced project_ If you have any questions, please feel free to call me. 1 J R: p tfuliy, - r' s R G ler, -P.E: P dent �. a o: Sebastian Building bepartment RGKlley 02/04/1,004 WED 10:56 FAX 561 589 6469 KSM ENGINEERING Im 003 K S KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78 -1377, SEBASTIAN, FL 32978 -1377 MARTIN (772) 337 -7755 SEBASTIAN (772) 589 -0712 E.B.: 5693 PALM BEACH ((561} 845 -7445 MELBOURNF (321) 76$.8488 FAX (772) 589 -6469 ST. WCIE (772) 229 -9093 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE 'TESTED PERMIT CLIENT/ January 30, 2004 Job #: 36254 -7d /JZ /ley CONTRACTOR . Jobear /Warden Construction JOB LOCATION: Sebastian Airport Airport Drive West Sebastian, Florida MATERIAL Cemented Coquina Rock ITEM TESTED Road Base TEST LOCATION DEPTH MOTS -- -` -- DRY - MAX DRY - -- `-PERCENT - -- OF SAMPLE TURF DENSITY PROCTOR VALUE COMPACTION Aixpoxt Drive West 1. STA 11 +00 0" - 6" 4.5 127.5 129.7 98.3 East Bound Lane 2. STA 1.4 +50 4.7 129.0 99.5 West Bound Lane 3. STA 19+50 4.0 130.0 " 100.2 North Bound Lane 4. STA 24 +50 4.5 129.5 98.4 South Bound lane 5. STA 29 +00 5.2 128.0 98.7 North Bound Lane Central Ali art Drive 6. STA 41 +00 0" 6" 5.2 128.2 129.7 98.8 East Bound Lane 7. STA 45-00 IN 5.0 129.0 NN 99.5 Taxly Drive west 8. 150 Ft East of 0" - 6" 5.0 128.0 129.7 98.7 Airport Drive West 02/04/c004 DYED 10:56 FAX $81 589 6469 XSH ENGINEERING 14 004 KSM KELLER, SCHLEICHER & MacWILLI,AM ENGINEERING AND TESTING, INC. P.O. BOX 78 -1377, SEBASTIAN, EL 32978 -1377 MAFMN (772) 337 -7755 SEBASffAN (772) 589 -0712 E.B.: 5693 PALM BEACH (551) 845 -7445 MEU30URNE (321) 768 -8488 FAX (772) 589 -6458 Si LUCIE (772) 229 -9M3 MOISTURE- DENSITY RELATIONSHIP MODIFIED PROCTOR(ASTM D 1557) DATE January 30, 2004 JOB 4: 36254 -7p CLIENT Jobear /warden Construction PROJECT Sebastian Municipal Airport. Sebastian, Florida 130.0 w E 129.0 -1- ---- {--- - -I - -- {----- I - - - - -1 ---- 1 - - - - -{ I I i I 1 I I I 1 G I I 1 f I I I H 128.0 - { ---- -I - - -- 1 - - - - -I - - - -I ----- 1 - - -- { - - -- T I I 10 ! I ! 1 I I I I P. 127.0 - 1 - - - - -1 --- I----- 1----- I- __-- {- - - - -I- - - -I C. I I I 1 1 t I 126.0 -I - -- - I- - - - -I- _-- 1----- I----- f----- I - - - - -I D I I I I ! 1 l I R I 1 I I 1 I ! I Y 125.0 -I ---- I ----- I ----- I -- - - - I -- I ----- I - - - - -I 124.D - { - - - -- I --- - -- { - - - -- I - - - -- I - - -__ I - - --- i - - - - -1 5 6 7 8 9 10 11 12 Moisture - Percent Of Dry weight Soil Description: Cemented Coquina Rack Max. Dry Density: 129.7 P.C.F. Optimum Moisture: 9.0 Percent Ronald G. Keller, P.E.