890 Paradise Engineering Soil Test LEGACY
LEGACY 6424
ELEVARmC
6424 BEACH BOULEVARD
JACKSONVILLE,FL 32216 Project No.:
ENGINEERING, INC W22-11o0o°nz Report No.:
Geotechnical&Materials Engineering and Testing Page Of Lab NO:
Report of In-Plus Density(AsPholt or Solt)Teats or Corlag for Thickness(—circle one•-)
-ptitjoet: a 9 c !' Ate ! a c Method. A I
Contractor: F 1 < /1 I r Location by:
Reported To:
^ ' r e
Location: I1 Y 4 A CO°�' r
Material: Spec.Requirements:
Date Tested: G - 7 Z I L
Paas/ Location Depth BasdLlt/ Dry Max. %MaxMoist
Depth/ Asphalt Density Dry x
Fail) Den
Retest Lift Thickness Density*
L. F. f6�=—r-9}rs•�t G- 17 / (oc- 3 IccS Ic.'I
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/ IAC- 2 9�1 Fe`s Ict.0
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Wtf S dr / fecal loc.�l lo. 1
/ I'C. C ICC I WC
p /VC r ` qg,c 'I'R. I I
foc.7 I "C.z q.0
(cc Qq C q 7
*Source of proctor(Project Number)
P-Test Meets Specification Requirements F-Test Fails To Meet Specification Requirements R-Retesr
T�a.r`orooleted In Field
Employee Name O-Standby Time from_b—Tota
D-Job Time fmm_to—Tom'
Billing Comments to Tom" (FF ))( rom
_ Trip Charge(Job Canceled) ❑-Travel Time fmm_ � �)
Out of Town Mobilization O-Travel Time Sam_to_Tdal:
Cy
Total Hours:
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