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HomeMy WebLinkAboutSOIL NUCLEAR GAUGE-0 ' i Pv �RNATaa Part St. Lucie FBPE CA # 4930 607 NW Commodity Cove Port St. Lucie. FL 34986 Phone: 772-924-35751 Fax: 772-924-3580 Iq ),():Sy0 Soil Nuclear Gauge Report Date: 6/18/2019 Test Method: ASTM D 6938 Client: Sion Homes Constructioon Corp 3831 SW 147 Ave. Miami, FL 33185 Project: 19-4061.00 Sion Homes Constructioon, LLC 2019 Master Agreement North Palm Beach, Martin, Saint Lucie, Indian River, Okeechobee and Brevard Counties... FL Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (a/o) Remark 9 6/12/19 9331 D1557 N/A 10.7 112.6 9.7 107.5 12 95 95 / 105 Pass 10 6/12/19 9331 D1557 N/A 10.7 112.6 10.4 107.7 12 96 95 / 105 Pass 11 6/12/19 9331 D1557 N/A 1 10.7 1 112.E 1 11.1 107.4 12 95 95 / 105 1 Pass 12 6/12/19 9331 D1557 N/A 10.7 112.E 1 9.4 108.5 12 96 95 / 105 1 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 9 9 Footing: Lot #1, 4410 N Highway A1A, Ft Pierce, North side, grade beams. (PERMIT # L'g�w% 0-12" Troxler / T3430 / 3478.4./- - - Evans, Amber 10 Footing: Lot #1, 4410 N Highway A1A, Ft Pierce, South side, grade beams.(PERMIT # 1901-0540) 0-12" - Troxler / T3430 / 34784 / Evans, Amber 11 Footing: Lot #1, 4410 N Highway A1A, Ft Pierce, West side, grade beams.(PERMIT # 1901-0540) t 0=12" Troxler/ T3430 / 34784 / Evans, Amber 12 Footing: Lot #1, 4410 N Highway A1A, Ft Pierce, East side, grade eams.(PERMIT # 1901-0540) 0-12" Troxler / T3430 / 34784 / Evans, Amber Remarks Comments Pass: Tests results -comply -with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. RECEIVED JUN 18 2019 Permitting Department St. Lucie County, FL `���111111►,/// 0r,ENSF' 0 63218 1812019 Kent,^. ty; PxtssionTrgeer.#8 ONA� IE ��•. 4 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1 Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. `�WS' 1 �607 N.W.'Commodity Cove • Port St. Lucie, FL 31b 924-3575•(772)924-3580 Laboratory Compaction eristics of Soil Using Modified Effort (Proctor) ASTM D 1557 Project: 4410, 4416, 4422 N Hwy AfA, Ft Pierce Address: 4410, 4416, 4422 N Hwy A1A1, Ft Pierce Client: Sion Homes Construction } Material Location: Footings Sampled By: A Evans 1 Tested By: R Robinson I Material Description: Brown fine sand trace shell 11 Material Classification: 0 1 Test Method Used: Method C Comments: Sieve Results Sieve Size (mm) Weight Retained (Ibs). Percent Retained 3/4" 19 N/A N/A 3/8" 9.5 N/A N/A # 4 4.75 N/A N/A Pan 0 N/A N/A Total 0.0 0.0% 115 114 113 112 111 110 109 108 107 106 105 Project ID: 19-4061.00 Report ID: 9331 Lab/MAC ID: 0 Date Sampled: 6/12/2019 Date Tested: 6/13/2019 Rammer Type: Mechanical Rammer Face: Sector Dry Density pc Moisture 109.7 8.0 111.2 9.4 112.6 10.7 110.2 12.1 4 5 6 7 8 9 10 11 .12 13 1A,"- MOISTURE % Sampled in Accordance with ASTM D75/AASHTO T-2 Test report shall not be reproduced, except in full, without the written approval of GFA International Environmental • Geotechnical • Construction Materials Testing • Special 6 Threshold Inspections • Plar Florida's Leading Engineering Source www.teamgfa.com Maximum Dry Density (pcf) 112.6 Optimum Moisture (%) 10.7 j� ��tltllll/firr I 10ENS n Kent, g stered Enc freer # 63218* tL of Florida i i e rerr . •./ S' '''��s!DIVAL WN •�`\• 7i: 1 KM;F.V1r_ ? MAY 21 2019 Permitting Department • St. 1_uria Cnnnty April 16, 2019 American Foundation, Inc. 10780 NW 138th St. #D6 Hialeah Gardens, FL 330 RE: Pile Installation Certification Proposed Residence 4410, 4416, 4422 N Hwy. AlA Fort Pierce, FL ► CAD 1-0 5 Lb 3931 SW 47 Ave. 4104 Davie, Fl. 33314 Tel: 954-584-6115 E-mail: rcoletto@,soilprobe.net Soilprobe Engineering & Testing, Inc. has completed field observation of auger cast piles installation for the above referenced project. Piling operation was conducted by American Foundation corresponding to the date of (April 16, 17, 18, 19, and 23, 2019 and installation witnessed by a representative of this office. The purpose of this site inspections was to observe and document pile installation operation only. A total number of one hundred and ninety (190) piles were placed at locations staked in the field by the owner's representative and to depths as indicated in the attached field inspection logs. Pile installation data for each pile are presented iii the attached field installation logs. Following our observation .of pile install knowledge of project documents we certify ,for achieving an allowable bearing capac: respectively. Sincerely, SoilpMbe Engineering & Testing, Inc. No 37334 Enc. Pile installation logs Location sketches n operation at the scheduled. time, and our t the referenced piles were adequately installed of 40 tons compression and 12 tons tension SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) POOL Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Specs: (6) #6 full length bars with #3 ties @ 4" O.C. @ top of pile and @10".O.C. @ balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor Kips P � -comp tension Date: A rp it 16,_20-1-9- - Notes 1 1 2:20 30 1.50 _ ___50 2.05 1.36 80 24 Start 7:33 Arrived 7:30 2 2 2:00- __ __ -- -- 30- 1.50 50 2.05 1.36 80 24 ADONEL #4416 9 cy -3 - 3 1:59 30 . 1.50 51 2.09 1.39 80 24 4 4 2:32 30 1.50 50 2.05 1.36 80 24 Stop 8:20 5 5 1:48 30 1.50 48 1.96 1.31 80 24 Start 8:24 Arrived 8:18 6 6 2:12 30 1.50 50 2.05 1.36 80 24 ADONEL #4009 9 cy 7 7 2:23 30 1.50 49 2.00 1.34 80 24 8 8 2:00 30 1.50 48 1.96 1.31 80 24 9 9 2:ob 30 1.50 59 2.41 1.61 80 24 Stop 9:25 Start 9:25 10 10 2:40 30 1.50 64 2.62 1.75 80 24 ADONEL #7004 Arrived 9:15 11 11 2:16 30 1.50 50 2.05 1.36 80 24 9 cy 12 12 1:45 30 1.50 53 2.17 1.45 80 24 Stop 10:15 Start 10:15 13 13 1:47 30 1.50 50 2.05 1.36 80 24 ADONEL #7012 Arrived 10:00 14 14 2:33 30 1.50 50 2.05 1.36 80 24 9 cy 15 15 2:15 30 1.50 55 2.25 1.50 80 24 16 16 2:29 30 1.50 56 2.29 1.53 80 1 24 Stop 11:00 Start 11:00 17 17 2:18 30 1.50 51 2.09 1.39 80 24 ADONEL #7016 Arrived 10:37 18 18 2:22 30 1.50 51 2.09 1.39 80 24 Test taken 9 cy 19 19 2:16 30 1.50 52 2.13 1.42 80 24 20 20 1:53 30 1.50 52 2.13 1.42 80 24 I Pag.: 1/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's. POOL Load Bearing (tons) Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @ 4" O.C. @ top of pile and @10" O.C. @ balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C�.Y Grout Factor Kips comp tension Date: Apri116, 2019--- -- Notes 1 21 2:07 30 _ 1.50- 53 2.17 1.45 80 24 Stop 11:28 Start 11:29 2 22- - - - -- 217 30 1.50 54 2.21 1.47 80 24 ADONEL #4009 Arrived 11:00 3 23 3:00 30 1.50 50 2.05 1.36 80 24 9 cy 4 24 2:16 30 1.50 52 2.13 1.42 80 24 5 25 2:32 30 1.50 50 2.05 1.36 80 1 24 Stop 1:04 Start 1:04 6 26 2:42 30 1.50 52 2.13 1.42 80 1 24 ADONEL #8001 Arrived 12:29 7 27 2:26 30 1.50 50 2.05 1.36 80 24 9 cy 8 28 2:31 30 1.50 55 2.25 1.50 80 .24 9 29 3:04 30 1.50 50 2.05 1.36 80 24 10 30 2:11 30 1.50 52 2.13 1.42 80 24 Stop 1:50 Start 1:50 11 31 1:59 30 1.50 50 2.05 1.36 80 24 ADONEL #7012 Arrived 1:00 12 32 1:56 30 1.50 50 2.05 1.36 80 24 Testtaken 9 cy 13 1 33 2:23 30 1.50 48 1.96 1.31 80 24 14 34 2:13 30 1.50 56 2.29 1.53 80 24 Stop 2:25 15 35 2:00 30 1.50 52 2.13 1.42 80 24 Start 2:31 Arrived 1:40 16 36 1:56 30 1.50 60 2.45 1.64 80 24 ADONEL #7016 9 cy 17 37 2:07 30 1.50 60 2.45 1.64 80 24 18 38 2:19 30 1.50 53 2.17 1.45 80 24 19 39 2:49 30 1.50 54 2.21 1.47 80 24 IStop 3:07 Start 3:07 20 40 2:13 30 1.50 52 2.13 1.42 80 24 JADONEL #7004 Arrived 2:38 I Pag.: 2/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's g (tons) POOL Load Bearing tons Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and al. 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @ 4" O.C. @ top of pile and @10" O.C. @ balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor — Ps ___- --comp- tension Date: AArri11-6,-20-1-9 --- - Notes ^ 1 41 2:14 30 1.5_ —52--- 2.13 1.42 80 24 9 cy 2 42 _ _ 2:34 - - -30 1.50 52 2.13 1.42 80 24 —3-- - -43 2:39 30 1.50 59 2.41 1.61 80 24 Stop 3:47 Start 3:47 4 44 2:39 30 1.50 50 2.05 1.36 80 24 ADONEL #4009 Arrived 3:15 5 45 2:05 30 1.50 58 2.37 1.58 80 24 9 cy 6 46 2:20 30 1.50 55 2.25 1.50 80 24 7 47 2:26 30 1.50 60 2.45 1.64 80 24 Stop 4:22 Start 4:22 8 - 48 2:13 30 1.50 53 2.17 1.45 80 24 ADONEL #8001 Arrived 4:04 9 49 2:15 30 1.50 50 2.05 1.36 80 24 9 cy 10 50 2:51 30 1.50 52 2.13 1.42 80 24 Stop 5:00 11 12 13 14 15 16 17 18 19 20 I Pag.: 3/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES GroutSpec's Load Bearing (tons) POOL Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c. at balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't CM. Pump Strokes. Actual Grout Amt. _ C.Y.-- Grout Factor ---- Kips P _ _ _ _- - comp tension Date: April-17-2019-- - Notes 1 51 2:24 30_ _ - --1.50--- 50 2.08 1.38 80 24 Start 7:30 Arrived 7:20 2_ _-52- -- - -- 2:39 30 1.50 51 2.12 1.41 80 24 ADONEL #7016 9 cy 3 53 2:36 30 1.50 50 2.08 1.38 80 24 4 54 2:43 30 1.50 50 2.08 1.38 80 24 Stop 8:19 5 55 2:56 30 1.50 52 2.16 1.44 80 24 Start 8:24 Arrived 8:08 6 56 2:34 30 1.50 49 2.03 1.36 80 24 ADONEL #8001 Test taken 9 cy 7 57 3:14 30 1.50 48 1.99 1.33 80 24 8 58 3:10 30 1.50 51 2.12 1.41 80 24 9 59 2:55 30 1.50 50 2.08 1.38 80 24 Stop 9:13 Start 9:13 10 60 2:15 30 1.50 55 2.28 1.52 80 24 ADONEL #7010 Arrived 9:07 11 61 2:28 30 1.50 50 2.08 1.38 80 24 9 cy 12 62 2:52 30 1.50 55 2.28 1.52 80 24 13 - _ 63 2:05 30 1.50 53 2.20 1.47 80 24 Stop 10:04 Start 10:04 14 64 2:41 30 1.50 49 2.03 1.36 80 24 ADONEL #4001 Arrived 9:57 15 65 2:27 30 1.50 50 2.08 1.38 80 24 9 cy 16 66 1:58 30 1.50 48 1.99 1.33 80 24 17 67 2:38 30 1.50 55 2.28 1.52 80 24 18 68 2:21 30 1.50 49 2.03 1.36 80 24 Stop 10:55 Start 10:55 19 69 2:34 30 1.50 51 2.12 1.41 80 24 ADONEL #7016 Arrived 10:35 20 70 1 2:12 30 1.50 52 2.16 1.44 1 80 24 9 cy I Pag.: 4/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's POOL Load Bearing (tons) Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: 12 tension Engineers Sign a 1: CITY: Fort Pierce, FL Field Notes: Steel Specs: (6) #6 full length bars with #3 ties @4" ox. at top of pile and @10" ox. at balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout_ Factor Kips - -comp tension Date: _ _ April-17-2019 Notes 1 71 3:05 30 _ 1,50- --50-- 2.08 1.38 80 24 2 72 2:42 - - 30 1.50 47 1.95 1.30 80 24 Stop 11:35 -3 73 2:20 30 1.50 50 2.08 1.38 80 24 Start 11:42 Arrived 11:22 4 74 3:35 30 1.50 50 2.08 1.38 80 24 ADONEL #8001 Test taken 9 Cy 5 75 2:51 30 1.50 51 2.12 1.41 80 1 24 6 76 2:27 30 1.50 48 1.99 1.33 80 24 7 77 2:40 30 1.50 51 2.12 1.41 80 24 Stop 12:23 Start 12:23 8 78 ,= 2:45 30 1.50 52 2.16 1.44 80 24 ADONEL #7010 Arrived 12:00 9 79 2:42 30 1.50 53 2.20 1.47 80 24 9 Cy 10 80 2:30 30 1.50 50 2.08 1.38 80 24 11 81 2:22 30 1.50 52 2.16 1..44 80 24 Stop 1:37 Start 1:37 12 82 1:59 30 1.50 51 2.12 1.41 80 24 ADONEL #7003 Arrived 1:26 13 83 2:45 30 1.50 52 2.16 1.44 80 24 9 Cy 14 84 2:23 30 1.50 51 2.12 1.41 80 24 15 85 2:18 30 1.50 52 2.16 1.44 80 1 24 16 86 2:14 30 1.50 55 2.28 1.52 80 24 Stop 2:24 Start 2:24 17 87 2:37 30 1.50 53 2.20 1.47 80 24 ADONEL #4001 Arrived 1:41 18 88 3:02 30 1.50 50 2.08 1.38 80 24 9 Cy 19 89 2:30 30 1.50 50 2.08 1.38 80 24 20 90 2:25 30 1.50 50 2.08 1.38 80 24 IStop 2:55 Start 2:55 Pag.: 5/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's PROJECT: _ Load Bearing (tons) POOL Logged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and Seal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4" ox. at top of pile and @10" ox. at balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Ain't C.Y. Strokes Actual Grout Amt. C.Y.— — Grout Factor - - - - — - Kips - -- comp tension Date: April-17,-2019------ — Notes 1 91 2:53 --- -30- -- —1.50— 56 2.32 1.55 80 24 ADONEL #8001 Arrived 2:20 —2— ---92— -- ---- — - 2:27 30 1.50 52 2.16 1.44 80 24 9 cy 3 93 2:27 30 1.50 51 2.12 1.41 80 24 4 94 2:39 30 1.50 48 1.99 1.33 80 24 Stop 4:03 Start 4:03 5 95 2:21 30 1.50 50 2.08 1.38 80 24 ADONEL #7010 Arrived 3:10 6 96 2:38 30 1.50 50 2.08 1.38 80 24 9 cy 7 97 2:56 30 1..50 50 2.08 1.38 80 24 Stop 5:20 8 98 2:40 30 1.50 52 2.16 1.44 80 24 Start Arrived 5:18 9 99 1:52 30 1.50 47 1.95 1.30 80 24 ADONEL #4010 9 cy 10 100 2:11 30 1.50 53 2.20 1.47 80 24 11 101 2:37 30 1.50 50 2.08 1,.38 80 24 Stop 6:00 12 13 14 15 16 17 18 19- 20 i I Pag.: 6/12 SOILPROBE ENGINEERING AND TESTING, INC. 1611 Auger Cast Pile Log PROJECT PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign eal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c.at balance Pile I.D. Auger Time MIN. Depth (feet) Theorical Grout Am't C.Y. Pump Strokes Actual Grout Amt. C.Y. Grout Factor --- Kips - --comp tension Date: __ __ _ April-1 8 -2019 Notes 1 102 3:00 30 1.50 -50 2.01 1.34 80 24 Start 8:12 Arrived 7:43 2 103 2:34 - - -30 1.50 50 2.01 1.34 80 24 ADONEL #7010 9 cy - 3 - - 104 2:55 30 1.50 55 2.21 1.47 80 24 4 105 3:19 30 1.50 50 2.01 1.34 80 24 Stop 8:50 5 106 3:50 30 1.50 50 2.01 1.34 80 24 Start 8:57 Arrived 8:42 6 107 1 2:14 30 • 1.50 50 2.01 1.34 80 24 ADONEL #7009 Test taken 9 cy 7 108 2:57 30 1.50. 48 1.93 1.29 80 24 8 109 2:31 30 1.50 51 2.05 1.37 80 24 9 110 2:35 30 1.50 48 1.93 1.29 80 24 Stop 10:07 Start 10:07 10 111 3:00 30 1.50 52 2.09 1.39 80 24 ADONEL #7014 Arrived 9:56 11 112 3:00 30 1.50 48 1.93 1.29 80 24 9 cy 12 113 2:40 30 1.50 51 2.05 1.37 80 24 13 114 3:15 30 1.50 52 2.09 1.39 80 24 14 115 2:55 30 1.50 53 2.13 1.42 80 24 Stop 10:55 Start 10:55 15 116 2:25 30- 1.50 52 2.09 1.39 80 24 ADONEL #7016 Arrived 10:27 16 117 2:11 30 1.50 50 2.01 1.34 80 24 9 cy 17 118 2:40 30 1.50 51 2.05 1.37 80 24 18 119 2:05 30 1.50 52 2.09 1.39 80 24 Stop 11:49 Start 11:49 19 120 2:53 30 1.50 53 2.13 1.42 80 24 JADONEL #7009 Arrived 11:45 20 121 2:23 30 1.50 54 2.17 1.45 80 24 1 9 cy t Pag.: 7/12 SOILPROBE ENGINEERING AND TESTING, INC. 16" Auger Cast Pile Log PROJECT: PROPOSED TWO-STORY RESIDENCE & Contractor: SION HOMES Grout Spec's Load Bearing (tons) POOL ILogged By: AO 5000 psi SOILPROBE ENGINEERING & 40 comp TESTING, INC. ADDRESS: 4410, 4416, 4422 N Hwy A1A Misc. Info: Engineers Sign and eal: 12 tension CITY: Fort Pierce, FL Field Notes: Steel Spec's: (6) #6 full length bars with #3 ties @4" o.c. at top of pile and @10" o.c.at balance Pile I.D. Auger Time MIN.- - Depth (feet) _ - - -- - Theorical Grout Am't ___ -C.Y. Pump _-Strokes- Actual _ GroutAmt.- C.Y. Grout _ Factor Kips---- comp tension Date: April-18,-2019 ---' Notes 1 122 2:33 30 1.50 53 2.13 1.42 80 24 2 123 2:41 30 1.50 49 1.97 1.31 80 24 Stop 1:17 Start 1:17 3 124 2:26 30 1.50 52 2.09 1.39 80 24 ADONEL #7014 Arrived 12:50 4 125 2:57 30 1.50 51 2.05 1.37 80 24 9 cy 5 126 3:09 30 1.50 50 2.01 1.34 80 24 6 127 3:28 30 1.50 50 2.01 1.34 80 24 7 128 3:00 30 1.50 53 2.13 1.42 80 24 Stop 2:15 Start 2:15 8 129 2:37 30 1.50 51 2.05 1.37 80 24 ADONEL #7010 Arrived 1:35 9 130 2:49 30 1.50 52 2.09 1.39 80 24 9 cy 10 131 2:48 30. 1.50 52 2.09 1.39 80 24 11 132 2:49 30 1.50 53 2.13 1.42 80 24 Stop 3:14 Start 3:14 12 133 2:32 30 1.50 51 2.05 1.37 80 24 ADONEL #4005 Arrived 2:24 13 134 2:04 30 1.50 51 2.05 1.37 SO 24 Test taken 9 cy 14 135 2:00 30 1.50 54 2.17 1.45 80 24 15 136 2:14 30 1.50 55 2.21 1.47 80 24 16 1 137 2:07 , 30 1.50 53 2.13 1.42 80 24 Stop 4:20 Start 4:20 17 1 138 2:23 30 1.50 50 2.01 1.34 80 24 ADONEL #7009 Arrived 2:52 18 139. 2:00 30 1.50 52 2.09 1.39 80 24 9 cy 19 .140 2:33 30 1 1.50 1 54 2.17 1.45 80 24, Stop 5:30 20 Pag.: 8/12