HomeMy WebLinkAboutReport of Field Density TestsGa I I le
& A S S O C I A T E S
Project
G_eotechnicaI • Geological • Environmental • Construction Materials .
Construction Financial Services Consultants
❑ Birmingham,AL ❑ Oxford,AL ❑ Cullman,AL ❑ Tuscaloosa,AL Page of Density Reports
❑ Marietta, GA ❑ Pensacola, FL Additional Reports Included:
REPORT OF FIELD DENSITY TESTS Observation Drawings
Lft Z A
Date O - D� Weather/Temperature
Test Conducted On: Full Time Basis dl
On Call per Client ❑
��1 Project
Contractor l�y le /��^so"��r� ?Number en::9— CDi o/<jJ
Technician Se��✓^/
Gauge: Make ffum '-p — Density Standard S d�
Model Sao / '6z_ Moisture Standard
S/N o/7-?b Adjustment
Test Dry % % of % -Probe
No. Proctor Density Moist QProctor Required Lift/Elev Depth Fail Pass XC)6 Fr 02 Location
6X-4Da la,� ✓ SL!-�d i TGS' -
51-4 3 �, r
3 , -
-%g. 2
d
Ad, .5
Ad, .5
6 �
19.0
lol 7
ice. -_ -
os
/3.3
199.
✓
lit --` Lt_U `71____
�I
Compaction Equipment Used: Vibratory 9/
Rubber -Tired ❑ Vibratory Plate
Non -Vibratory ❑
Jumping Jack ❑
Smooth Steel Drum ❑
Other:
Sheepsfoot ❑VUl 4 1 iXUbkfo6t ❑
;, IP-___ l
Elevations are Approximate and Estimated By: Tech
Reference: Grade Stake ❑ Existing Grade Gd/
Client ❑
Estimate from Landmark:
GC ❑
GradingContractor u'""'-'>:_ [; '-Ot
r tv
Locations are Approximate and Estimated By: Tech 9Z Client ❑
Reference: Survey Stake ❑ Site Drawings 6__*� Estimate from Landmark:
GC ❑
Grading Contractor ❑ Other:
A copy of this report was left on site with
of (company)
This is a draft copy and shall not be considered a final copy
Revised: 08/19/04
Proctor
Maximum
optimum
Moisture
Method
Description
Rork
%Densit
Client/Contractor shall contact Gallet & Associates if % of Proctor, lift/elev, or location are not included
on this report. Part-time testing can result in fill being placed without sufficient testing. Our tests verify
compaction levels at the particular test location and onlywithin the eight inches (approximate) of fill below
D the elevation at the time of testing. These results do not reflect the compaction level of other fill layers.
gned by Engineer/Project Manager: Di3
Form No: F4
Geotechnical • Geological • Environmental • Construction Materials
Construction Financial Services Consultants
4 ❑ Birmingham,AL ❑ Oxford,AL ❑ Cullman,AL ❑ Tuscaloosa, AL Page of —2, Density Reports
❑ Marietta, GA ❑ Pensacola, FL Additiaf is Included:
& A S S O C I A T E S
REPORT OF FIELD DENSITY TESTS Observati Drawings
Project
Date /0' /'L 6T— Weather/Temperature
Test Conducted On: Full Time Basis Is/ On Call per Client ❑
D e /�//I SoN e�r7 Project
�lOS L GC O d
Contractor N / Number lQ
Technician
Gauge: Make Density Standard
Model Moisture Standard
S/N Adjustment
Test
No.
Proctor
Dry
Density
%
Moist
% of
Proctor
%
Required
Lift/Elev
Probe
Depth
Fail
Pass
Location
!n . %
spa 6
la''
✓
S E�
1 v
9 ._2
✓
/a
S
s
q9. 7
✓
13
17s.2
/3
g7.
✓
Compaction Equipment Used: Vibratory V Non -Vibratory ❑ Smooth Steel Drum ❑ Sheepsfoot ❑ Brickfoot ❑
Rubber -Tired ❑ Vibratory Plate 5// Jumping Jack ❑ Other:
Elevations are Approximate and Estimated By: Tech Ee/ Client ❑ GC ❑ Grading Contractor ❑ Other:
Reference: Grade Stake ❑ Existing Grade lJ' Estimate from Landmark:
Locations are Approximate and Estimated By: Tech Client ❑ GC ❑ Grading Contractor ❑ Other:
Reference: Survey Stake ❑ Site Drawings �/ Estimate from Landmark:
A copy of this report was left on site with
of (company)
Remarks: + '
This is a draft copy and shall not be considered a final copy
Revised: 08/19/04
Proctor
um
�Qen'sit
Optimum
MoistureRock
Method
Description
°�°
.
Client/Contractor shall contact Gallet & Associates if % of Proctor, lift/elev, or location are not included
on this report. Part-time testing can result in fill being placed without sufficient testing. Our tests verify
compaction levels at the particular test location and only within the eight inches (approximate) offill below
the elevation at the time of testing. These results do not reflect the compaction level of other fill layers.
signed by Engineer/Project Manager: L3
Form No: F4