HomeMy WebLinkAboutREPORT OF LIMEROCK BEARING RATIO3866 PROSPECT AVENUE • SUITE 9 • WEST PALM
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REPORT OF LIMEROCK BEARING RATIO (LBR)
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PROJECT 7369 Commercial Circle - St Lucie County Ft Pierce Flodda
CLIENT BSL Construction
DATE SAMPLED 10-23-18 SAMPLED BY na
DATE TESTED 10- 7-1a TESTED BY nD & MS
SOURCE In Place REPORTED TO Client
INTENDED USE Stabilized Subarade SPECIFICATIONS GOVERNING LBR 40
SAMPLE LOCATION Pmoosed Parking Area nt r of East Half
CONDITION OF SAMPLE Soaked SOAK TIME 4a Hours (+/- 4 hrs) SURCHARGE W
MATERIAL DESCRIPTION Brown fine sand somQ mad trace shell REMARKS Fzm
MATERIAL RETAINED NO.4 SIEVE (%) 35.25 MATERIAL PASSING NO.200 WET
PROCTOR GRAPH
t.0 8.0 9.0 10.0 11.0
% MOISTURE
MAXIMUM DRY DENSITY (PCF) 118.2
OPTIMUM MOISTURE LEVEL (%) 9.4
LIMEROCK BEARING RATIO (%) n
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5 6 1 ) 881-1939
LBR GRAPH
0 2 4 6 8 10 12 14 16 18 20 22
% MOISTURE
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1v1OISTURG/DENSrrY AND LBR CURVES MAY NOT REFLECT LABORATORY CONFIGURATION
Authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval.
a000 VKUtiNECI AVENUE . SUITE 9 . WEST PALM BEACH, FLORIDA 33404 . (561) 881-1939
120.0
119.0
117.0
116.0
REPORT OF LIMEROCK BEARING RATIO (LBR)
PROJECT 7369 Commercial Circle - St Lucie County - Ft Pierce Florida
CLIENT BSL Construction
JOB NO. 18-384
DATE SAMPLED 10-93-1Ft SAMPLED BY nG
DATE TESTED 10-27-18 TESTED BY _ DD & M
SOURCE In Place REPORTED TO Client
INTENDED USE _ Stabilized Subgrade SPECIFICATIONS GOVERNING LBR 40
SAMPLE LOCATION Fmomed Parkina_ _ 8ma - center of Fast Half
CONDITION OF SAMPLE Soaked SOAK TIME_A Hours (+1- 4 hrs) SURCHARGE WEIGHT 15 ounds
MATERIAL DESCRIPTION Brown fine sand ome marl trace shell REMARKS assinn I BR4
MATERIAL RETAINED N0.4 SIEVE (%) 35.25 MATERIAL PASSING'NO.200 WET SIEVE (%) 3.0
PROCTOR GRAPH
a.0 9.0 10.0 11.0
%MOISTURE
MAXIMUM DRY DENSITY (PCF) _1182
OPTIMUM MOISTURE LEVEL (%). 9.4
LIMEROCK BEARING RATIO (%) n
1000
500
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f 200
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a 70
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m 30
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LBR GRAPH
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% MOISTURE
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MO1S'rURE/DENSITY AND LBR CURVES NIAV NOT REFLECT LABORATORY CO-F.
CURATION
Antlmrizntian for publication of smtements, Conclusions or carnets from or regarding our reports is reserved pending our written approval.
3866 PROSPECT AVENUE • SUITE 9 . WEST PALM BEACir'g.�1 ft IWAL13 881-1939
120.0
119.0
117.0
116.0
C )9
REPORT OF LIMEROCK BEARING RATIO (LBR) O. CiU N��
PROJECT 7369 Commercial Circle - St. Lucie County - Ft Pierce Florida
CLIENT BSL Construction
DATE SAMPLED 10-93-1R SAMPLED BY nr,
DATE TESTED 10-97-18 TESTED BY _ DD & Ma
SOURCE In Place REPORTED TO Client
INTENDED USE Stabilized Subgrade SPECIFICATIONS GOVERNING LBR 40
SAMPLE LOCATION Progl2ce_d Parking Area - Center of Fact Half
CONDITION OF SAMPLE Soaked SOAK TIME 48 Hg1R5 +t-4 hrs) SURCHARGE WEIGHT 15 gnunds
MATERIAL DESCRIPTION Brown fine sand som mad trace shell REMARKS assints LBR 4
MATERIAL RETAINED N0.4 SIEVE (%) 35.25 MATERIAL PASSING NO. 200 WET SIEVE (%)_ 3.0
PROCTOR GRAPH
O.0 9.0 10.0 11.0
% MOISTURE
MAXIMUM DRY DENSITY (PCF) 11�
OPTIMUM MOISTURE LEVEL (%). 9.4
LIMEROCK BEARING RATIO (%) ffn
1000
500
z
O
f 200
9
H
z 100
a 70
0
@� 40
M 30
J
20
10
LBR GRAPH
U 2 4 6 8 10 12 14 16 18 20 22
% MOISTURE
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iMOISTVREIDENSITY AND LBR CURVES MAY NOT REFLECT LABORATORY CON
FIGURATION
Ant6orizntim, for Publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval.