Form MTRB LG-2 "Field Compaction Test Form" - Hawaii

What Is Form MTRB LG-2?

This is a legal form that was released by the Hawaii Department of Transportation - a government authority operating within Hawaii. As of today, no separate filing guidelines for the form are provided by the issuing department.

Form Details:

  • Released on April 1, 2011;
  • The latest edition provided by the Hawaii Department of Transportation;
  • Easy to use and ready to print;
  • Quick to customize;
  • Compatible with most PDF-viewing applications;
  • Fill out the form in our online filing application.

Download a printable version of Form MTRB LG-2 by clicking the link below or browse more documents and templates provided by the Hawaii Department of Transportation.

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Download Form MTRB LG-2 "Field Compaction Test Form" - Hawaii

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MTRB LG-2 (4/11)
STATE OF HAWAII
DEPARTMENT OF TRANSPORTATION
HIGHWAYS DIVISION
FIELD COMPACTION TEST
TEST NO.
PROJECT NO.
PROJECT
LOCATION:
DESCRIPTION OF TESTED SOILS & TYPE:
STA NO. & OFFSET:
TEST ELEVATION:
TEST DATE:
FINISH GRADE:
PAY ITEM NUMBER
TEST PERFORMED BY:
SURFACE VOIDS DETERMINATION:
Apparatus No.
a. Mass of Sand + Container before Determination . . . . . . . .
grams
b. Mass of Sand + Container After Determination . . . . . . . . .
grams
c. Mass of Sand Used for Determination ( a - b ). . . . . . . . . .
grams
IN PLACE DENSITY
Tare Number
453.6 grams = 1 lb.
d. Mass of Sand + Container Before Test . . . . . . . . . . . . . . .
grams
e. Mass of Sand + Container After Test . . . . . . . . . . . . . . . . .
grams
f.
Mass of Sand Used for Test ( d - e ). . . . . . . . . . . . . . . . . .
grams
g. Mass of Sand Used for Voids Determination ( c ) . . . . . . . .
grams
h. Net Mass of Sand Used for Test ( f - g ) . . . . . . . . . . . . . . .
grams (2)
lbs.
i
Loose Density of Sand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . .
pcf.
j.
Volume of Hole ( h / i ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . ( 5)
cu.ft.
k. Mass of Wet Sample + Container . . . . . . . . . . . . . . . . . . .
grams
l.
Mass of Container . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
grams
m. Mass of Wet Sample from Hole ( k - l ). . . . . . . . . . . . . . .
grams (2)
lbs.
n. In-Place Density of Wet Sample ( m / j ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (1)
pcf.
MOISTURE CONTENT DETERMINATION
Tare Number
o. Soil Sample + Container . . . . . . . . . . . . . . . . . . . . . . . . . .
grams
p. Oven Dried Soil + Container . . . . . . . . . . . . . . . . . . . . . . .
grams
q. Mass of Moisture ( o - p ) . . . . . . . . . . . . . . . . . . . . . . . . .
grams
r. Container Weight . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
grams
s. Mass of Oven Dried Soil ( p - r ) . . . . . . . . . . . . . . . . . . . . .
grams
t. Moisture Content [( q / s ) X 100] . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . .. . . . . . . . (1)
%
DRY DENSITY AND RELATIVE COMPACTION
u. Minimum Relative Compaction Requirement . . . . . . . . . . .
%
v. In-Place Density of Wet Sample ( n ) . . . . . . . . . . . . . . . . .
pcf.
w. Moisture Content ( t ) . . . . . . . . . . . . . . . . . . . . . .. . . . . .
%
x. Dry Density { [ v / (100 + w ) ] x 100 } . . . . . . . . . . . . . . . .
(1)
pcf.
y. Maximum Dry Density ( LAB Proctor Results) . . . . . . . . .
pcf.
z. Optimum Moisture Content (LAB Proctor Results). . . . . . .
%
aa. Relative Compaction [ (x / y ) X 100 ] . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
%
RESULT : Test PASSED / FAILED the Minimum Relative Compaction Requirement.
*** If compaction test failed, additional fill should not be placed until corrective actions have been implemented and
documented on Field Compaction Test Log.
NOTES:
MTRB LG-2 (4/11)
STATE OF HAWAII
DEPARTMENT OF TRANSPORTATION
HIGHWAYS DIVISION
FIELD COMPACTION TEST
TEST NO.
PROJECT NO.
PROJECT
LOCATION:
DESCRIPTION OF TESTED SOILS & TYPE:
STA NO. & OFFSET:
TEST ELEVATION:
TEST DATE:
FINISH GRADE:
PAY ITEM NUMBER
TEST PERFORMED BY:
SURFACE VOIDS DETERMINATION:
Apparatus No.
a. Mass of Sand + Container before Determination . . . . . . . .
grams
b. Mass of Sand + Container After Determination . . . . . . . . .
grams
c. Mass of Sand Used for Determination ( a - b ). . . . . . . . . .
grams
IN PLACE DENSITY
Tare Number
453.6 grams = 1 lb.
d. Mass of Sand + Container Before Test . . . . . . . . . . . . . . .
grams
e. Mass of Sand + Container After Test . . . . . . . . . . . . . . . . .
grams
f.
Mass of Sand Used for Test ( d - e ). . . . . . . . . . . . . . . . . .
grams
g. Mass of Sand Used for Voids Determination ( c ) . . . . . . . .
grams
h. Net Mass of Sand Used for Test ( f - g ) . . . . . . . . . . . . . . .
grams (2)
lbs.
i
Loose Density of Sand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . .
pcf.
j.
Volume of Hole ( h / i ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . ( 5)
cu.ft.
k. Mass of Wet Sample + Container . . . . . . . . . . . . . . . . . . .
grams
l.
Mass of Container . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
grams
m. Mass of Wet Sample from Hole ( k - l ). . . . . . . . . . . . . . .
grams (2)
lbs.
n. In-Place Density of Wet Sample ( m / j ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (1)
pcf.
MOISTURE CONTENT DETERMINATION
Tare Number
o. Soil Sample + Container . . . . . . . . . . . . . . . . . . . . . . . . . .
grams
p. Oven Dried Soil + Container . . . . . . . . . . . . . . . . . . . . . . .
grams
q. Mass of Moisture ( o - p ) . . . . . . . . . . . . . . . . . . . . . . . . .
grams
r. Container Weight . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
grams
s. Mass of Oven Dried Soil ( p - r ) . . . . . . . . . . . . . . . . . . . . .
grams
t. Moisture Content [( q / s ) X 100] . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . .. . . . . . . . (1)
%
DRY DENSITY AND RELATIVE COMPACTION
u. Minimum Relative Compaction Requirement . . . . . . . . . . .
%
v. In-Place Density of Wet Sample ( n ) . . . . . . . . . . . . . . . . .
pcf.
w. Moisture Content ( t ) . . . . . . . . . . . . . . . . . . . . . .. . . . . .
%
x. Dry Density { [ v / (100 + w ) ] x 100 } . . . . . . . . . . . . . . . .
(1)
pcf.
y. Maximum Dry Density ( LAB Proctor Results) . . . . . . . . .
pcf.
z. Optimum Moisture Content (LAB Proctor Results). . . . . . .
%
aa. Relative Compaction [ (x / y ) X 100 ] . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
%
RESULT : Test PASSED / FAILED the Minimum Relative Compaction Requirement.
*** If compaction test failed, additional fill should not be placed until corrective actions have been implemented and
documented on Field Compaction Test Log.
NOTES: