1601 Atlantic Beach Dr 2014 Footer Field Report of
UNIVERSAL IN-PLACE DENSITY TESTS
63 ENGINEERING SCIENCES
Consultants In:Geotechnical Engineering-Environmental Engineering-Construction Materials Testing Technician:
Threshold Inspection-Private Provider Inspection•Geophysical Studies v�o
5561 Florida Mining Blvd.S.,Jacksonville,Florida 32257 (904)296-0757 (904)296-0748
Work Order No.: 100
Client:
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Project: itG� ,
'0 ❑Sanitary Pipe ❑ Building Pad ❑Subgrade - ❑ Fill ❑ Limerock
� ❑ Backfill ❑ Soil Cement
m ❑Sanitary Structure ❑Footings ❑Other:
CZ ❑ Storm Pipe ❑ Roadway ❑Native El Stabilization
Q
❑ Storm Structure ❑Curb ❑ Embankment ❑Other:
Top ❑ Fill El Pipe El Base Course
E ❑ Springline "OF" M Native El Structure ❑ Subgrade
❑Bottom ❑ Footing ❑ Berm El Other:
❑ASTM D-2937 Drive Cylinder Method ❑ASTM D-1557 Modified Proctor
Type of Test:
o p ASTM D-6938 Nuclear Gauge Method a ❑ASTM D-698 Standard Proctor
w
,l ❑ASTM D-1556 Sand Cone Method m [I AASHTO T180 Modified Proctor
❑ASTM D-558 Soil Cement Field Proctor 5 ❑AASHTO T99 Standard Proctor
Report Left on Site? $' Yes (With Whom?)Sk-, ❑No (Reason?)
Compaction Requirement= _l� % Date Tested:
Remarks (Depth Req., Etc.):
LABORATORY FIELD
a-SFA:IL w w
> d cc } } D Qw �� 7�woo �i
SEPig-
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By
REINFORCEMENT SHALL BE
CONT. IN BOND BEAM. STOP JOINT REINF.
//-STOP
CONTROL JOINT
• rB
LUIS A PONTIGO PE
JOINT REINF. ER ROD SEP 04 2014
@ 16" 0.C. KING FL PE NO 53311
DEPTH OF CAULKINGONE HALF THE WIDTHOF THE HEAD J01NTTH OF + a+rifill
D JOINT ��,o``
CONTROL JOINT *�N���GENS••'oC
CONT. OPEN LINTEL BRICK PAVERS = v: •••O
BOND BEAM w/ BY OTHERS. N . 5 311 `
1 -#5 REBAR.
E OF '
�,c.,• RIO -
X 8" CMU W/ #4 @ 40" ry ►►um ....,.,,•.
Q z O.C. CENTERED, GROUT
Q 2'-0" OF ALL CELLS.
Ln ~ 0_
� w Q
8 _ =SEEX0 FOR FOOTING
AIL AS REQUIRED
- - 3" CLR. PROVIDE HORIZONTAL JOINT
' o REINFORCEMENT AT 16" O.C.
VERTICALLY, (EVERY OTHER
o COURSE)
#4 DOWEL w/ 2-#5 CONT
10" HOOK ALIGN 24" w/ #4 @ 20 OC
w/ VERT. REBAR CENTERED
5-COURSES RETAINING WALL Et CONTROL JOINT
EffD �. OMPLIANCE "
CITY OF ATLAIMC BEACH
SEE PERMITS FOR ADDITIONAIL } FILE CO-PY ' ...
REQUIREMENTS AND CONDITIONS.
REVIEWED BY: DATL
07_'77________