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1256 NE 92 St (10)PLANS FOR HOUSE AT RELEASED TO (DRIVER'S NAME) ADDRESS (Cr FIRM) FOR PHOTOSTATING, TO BE RETURNED WITHIN DATE G• —� 5 f /off �o S6 %? a II A' r SHORES PILLAGE (FIRMS NAME) DAYS FROM DATE. • 013,111F ft Sl AlArUs� E qf?,T 4o io ® D2, b cf 3 z 0 42E4 � :pro `e . S°o" . 4) 1:7 02X4. &D om /g4/0 4) ao 9 g � 624 7? °off 7z*z) 0� �' U 0 2 f7o -Vo 00 r � 40.5 Cr a ®e o 2 D Oon 2°ao Ordor No. 169 Lab. Woo 1296 00111 0.0 Job ec Location Contractor Sub-contractor Pile Manufacturer Piling Inspection Piling Staria3ecl 000 Pile No. Driven Langth 1 11 5" 2 10 7 3 102 7t 10 9" 5 10 6 1 1? 9" 7 10 7" 8 10? 3" 0 11 0" 10 10 0" 11 10 0" 12 1 0 , 2" • 13 10 10 15 1 0" 16 lb 1" 17 9 18 10 19 10 8" 20 11 11 22 10 0" 23 9? 9" 24 11 7" 25 12? 2" 26 0 27 9 6" DADE TESTING LABORATORY INSPECTING ENGINEERS 8. CHEMISTS 49135 E. 1OTH LANE HIALEAE-1, FLORIDA PHONE MU B-4412 REPORT o; PILE DRIVING INSP For Chasebroo!c Const. Coo Inc., 1325 125th St., North Hismi, Fla. :House, 1256 N.E. 92nd St, Miami Shoe, Fla. Ch&sebrook Const. Co. Inc Geo. E. Bunnell Inc. Atlantic Precast Pilo Corp Ede Testing Laboratery. D.T.L. Initials. - 4.0 Average number of b1o7s, per inch for the last 5" Of driving. 11 12 12 10 11 13 12 11 11 12 12 13 12 12 11 14 14 13 11 12 11 13 11 11 12 12 11 N Inspection on Aug. 1st 1955 by A. T. Curtin. Respectfully submitted, DADE TESTIWG LABORATORY CC * 3 Client 1 Dade Bldg. Dept. 1 Tiard :,hores Bldg. Dept° A. T. Curtin, Dif July 1st ▪ 0- • X - 23- 10" x 10" x 1 G 1 - A— 12" x 12" lc 16 • 0. All loiles driven to refusal. Reinforced concrete of 3000# strength. Pile driving rig, Vulcan #2. Single action air hammer, Weight 6700#. Order No. 169 Lab. Eo, 1296 eo m W w w Job & Location Contractor Sub - contractor Pile Manufacturer Piling Inspection Piling Stamped Pile No. 1 5 6 7 8 9 10 11 12 13 16 15 16 17 10 19 20 w 21 22 23 24 25 ! 2 5 2p! Driven Length 112 5 102 7" - 107 7 " 1.02 9" 10 11 9" 10 7 7" 101 3" 1.1 0" 101 0" 107 0 " 109 2" 10 10 111 01' 1 1" 97 10:10' 10 3" 11 11 0" 102 0 9 11 1 10 97 9" 7 P 6 Inspection on thug 1st CC -= v Client 1 Dade Bldg. Dept 1 T'T3ami Shores Bldg. Dept. DADE TESTONG LABORATORY INSPECTING [ENGINEERS & CHEMISTS 4985 E. 10TH LANE HIALEAH, FLORIDA PHONE MU 8 -4412 REPORT OF PILE DRIVING INSPECTION For Chasebrook Con to Co. Inc., 1325 N.E. 125th St., North Miami, Fla. 'MP s- w 04 er 'W' W • 'N :House, 1256 N.E. 02nd St , Mi mi Chasebrook Consts Co. Inc. Geo. E. Bunnell Inc. Atlantic Precast Pile Core 4 Dade Initials. Laboratory. D.T.L. OTOL4 n .tials 0 / vorage number of blows, per inch for the :Last 5" of driving. 11 12 12 10 11 13 12 11 12 12 13 12 c X :12 11 14 15 h 1:I 12 1.1 1.5 1.1. 11 All piles driven to refusal. 12 Reinforced concrete or 3000,x' st eng"i;ho 12 Pile th'' v=ng rig, Vulcan #0c 11 Single action air bi::Emiew, t'lo9.gh"b 6700#. 1955 May A. T. Cui Ztn 0 Fespcc L u?.1 J submitted, DADE TESTING LABORATORY. Y r p 4L so 1 y_r.,,., , , ...., ,,,, 43 1 ?th 7 ,,,..„,- .....____±... Shores, A. To Curtin, Hgro July 1st 1955 Fla. X -- 25- 10" x.10" x 16 0 -- 6- 12" x 12" x 164