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1601 ATLANTIC BEACH BLVD - DENSITY TESTS / 7 2 0 / 3 / \ Cr / D ms 0 2 \ ] # f m \ ) } \ f 2 § m = 7J � z0 7 _ _, 00G / G = e 2. \ \ 0 \ § 0 c ƒ & } e o n G a 7 &\ ° E & & = i ) m k / .. ® 7J s 4 C \ 3 \2 / /0 \ o ./ G a/s =, e o o 0 / ± r. > > E ƒ e ) 0 \ / \ e + m \ « \ £ m ( ® ƒ \ c \ > / < 0) 0 \ \ z I] S. / p \ @ / e = m m M » rn ® ) tco0 2 Q \ / © / \ ƒ / / / 0 \ H f o / { / ®z 0 o ® 0 \ \ ƒ } g 2 m ] } = / \ \ / / 0 g 0 .. > 0 3 \ = 13 3 3 0 0 0 = 3 ° / \ \ CD = o a 3 7 CO 0 0 o 0 0 2 3 o y / / / o . § § ƒ ƒ / o \ \ w f / \ 0 \ 0 0 - \ o \ / / /= a - o o > 2 R,PUNIVERSAL Field Report of N-PLACE DENSITY TESTS ENGINEERING SCIENCES r t` Consultants In:Geotechnical Engineering•Environmental Engineering•Construction Materials Testing echnician: `, )X-1z t)J\1 Threshold Inspection•Private Providerpection•Geophysical Studies no 5561 Florida Mining Blvd.S.,Jacksonville,Florida 32257 (904)296-0757 (904)296-0748 Work Order No.: �� `�� Client: rk`\ 1-StaS Project: R\\Vf\-1(- ' dn c1 r U G L l c- c" ( a GI'Sanitary Pipe ❑ Building Pad ❑Subgrade ❑ Fill ❑ Limerock • ❑ Sanitary Structure ❑ Footings ❑Other: .� ❑,Backfill ❑Soil Cement e ❑ Storm Pipe ❑ Roadway is O Native ❑ Stabilization < Ill Storm Structure ❑Curb 0 Embankment ❑Other: a Top ❑ Fill ❑ Pipe ❑ Base Course a E ❑ Springline "OF" fl Native ❑Structure ❑ Subgrade u u ❑ Bottom ❑ Footing ❑ Berm ❑Other: a) cc ❑ASTM D-2937 Drive Cylinder Method >- ❑ASTM D-1557 Modified Proctor Type of Test: o ©ASTM D-6938 Nuclear Gauge Method ❑ASTM D-698 Standard Proctor Li LI ❑ASTM D-1556 Sand Cone Method O ❑AASHTO T180 Modified Proctor m ❑ASTM D-558 Soil Cement Field Proctor ❑AASHTO T99 Standard Proctor Report Left on Site? Yes (With Whom?) aLrVYA�f k ❑No(jjReal1son?) Compaction Requirement = % Date Tested: -1 '114 Remarks (Depth Req., Etc.): x, a( (\Y\ 6)44-.;CAC) LABORATORY FIELD z 2 0 W a 2 } c PASS Q TEST W- OO a?v ao o wwv ¢ wU -J o -I g FAIL NO. LOCATION OF TEST OFT. ❑IN. 2oa Off. 30°- ooa of r0n0' ' 3'S t 5'‘)..) NEccx-rkr- Id_ 1 105. 3 1y,O 115 ,q n0- 1■,0 cn D N s. 5"..) SC czcv,e 11L.0 \C ,S 10.0 tCirJ ' as v 4'1\I Sw co-mu- \\ k tI3 .O --k,3 UO U �1 'E Cps- .r \10.0 c1 . ( \1, 1 '\S I PAGE OF Pride 30814275 cOL DIN0 fi NOTICE OF O‘AARSM�- ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE /‘a / ,///. ,&o(/ A. 9—iv v9 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted. --n /e r o rc- f'o o f r r s ,S A I/10 e S ),-P O/ 71-0 47 o 7110 h-- o ..(-jo fors o s- cc, 0// a S ,ca07cr w � -1 r (roraJ-Q / 1` - D$:: 02"i ',D ,44it, s1 p.,r ,rY'4S . /2.o La, ✓ So ii a / 1. i S - (p A lerpq/ °Irld--- E D $35.00 REINSPECT FEE L 416 CHARGE It is unlawful for any Carpenter. Contractor, Builder or other persons. to cover to cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have BLDG been made contact the Building Dept. ELEC_ at 247-5826 for an inspection. Office MECH_ hours are Monday through Friday PLMG__ 8:00 a.m.to 5:00 p.m.