Michigan Department of Transportation 0582B (12/18) MOISTURE AND DENSITY DETERMINATION NUCLEAR METHOD FILE 301 Page 1 of 2 DISTRIBUTION: ORIGINAL – Construction Engineer, COPIES – Area Density Specialist, Density Technology Unit (Lansing). *SEE REVERSE SIDE DATE CONTROL SECTION ID JOB NUMBER ROUTE NO. or STREET GAUGE NO. DENSITY INSPECTOR CERTIFICATION NO. CONSTRUCTION ENGINEER (MDOT) PROJECT MANAGER PROJECT MANAGER PHONE NO. DETERMINATION OF IN-PLACE DENSITY TEST WET DENSITY MOISTURE DRY DENSITY LOCATION OF TEST DISTANCE FROM L C ft ORIGINAL RECHECK COUNTS (DC) TEST DEPTH inch WET DENSITY PCF COUNTS (MC) MOIS- TURE PCF MOIS- TURE % DRY DENSITY PCF MAX DENSITY PCF PERCENT OF COM- PACTION STATION LEFT RIGHT DEPTH BELOW PLAN GRADE ft ITEM OF WORK * 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 DETERMINATION OF MAXIMUM DENSITY (Soil & Bituminous) DENSITY DETERMINATION TEST NO. MOIS- TURE % VOLUME MOLD CU. FT. WET SOIL + MOLD g MOLD g WET SOIL g WET SOIL lbs COMPACTED SOIL WET PCF MAX DENSITY PCF OPTIMUM MOISTURE % NOTE: To convert (g) to (lbs): Wt. (g) ÷ 453.59 = Wt. (lbs) A B C D E F G H I J CHART STANDARDS DENSITY MOISTURE OPERATING STANDARDS DENSITY MOISTURE REMARKS DENSITY INSPECTOR’S SIGNATURE AGENCY/COMPANY 20/10 Weights 1st 2nd 3rd 4th 5th
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Michigan Department of Transportation
0582B (12/18) MOISTURE AND DENSITY DETERMINATION
NUCLEAR METHOD
FILE 301 Page 1 of 2
DISTRIBUTION: ORIGINAL – Construction Engineer, COPIES – Area Density Specialist, Density Technology Unit (Lansing).*SEE REVERSE SIDE
DATE CONTROL SECTION ID JOB NUMBER ROUTE NO. or STREET GAUGE NO.
DENSITY INSPECTOR CERTIFICATION NO. CONSTRUCTION ENGINEER (MDOT) PROJECT MANAGER PROJECT MANAGER PHONE NO.
DETERMINATION OF IN-PLACE DENSITY
TEST WET DENSITY MOISTURE DRY DENSITY LOCATION OF TEST DISTANCE
FROM LC
ft
OR
IGIN
AL
REC
HE
CK
COUNTS (DC)
TEST DEPTH
inch
WET DENSITY
PCF
COUNTS (MC)
MOIS- TURE PCF
MOIS- TURE
%
DRY DENSITY
PCF
MAX DENSITY
PCF
PERCENT OF COM- PACTION
STATION
LEFT RIGHT
DEPTH BELOW PLAN
GRADE ft
ITEM OF
WORK *
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
DETERMINATION OF MAXIMUM DENSITY (Soil & Bituminous) DENSITY DETERMINATION TEST
NO. MOIS- TURE
%
VOLUME MOLD
CU. FT. WET SOIL + MOLD
g
MOLD
g
WET SOIL
g
WET SOIL
lbs
COMPACTED SOIL WET
PCF
MAX DENSITY
PCF
OPTIMUM MOISTURE
%
NOTE: To convert (g) to (lbs):
Wt. (g) ÷ 453.59 = Wt. (lbs)
A B C D E F G H I J CHART STANDARDS DENSITY MOISTURE
OPERATING STANDARDS DENSITY MOISTURE
REMARKS
DENSITY INSPECTOR’S SIGNATURE AGENCY/COMPANY
20/10 Weights 1st 2nd
3rd 4th 5th
MDOT 0582B (12/18)
MINIMUM % ITEM OF OF COMPACTION WORK DEPTH
Original Ground Road Embankment Areas (if specified on the plans) .......................................
Bridges – as shown on the plans ................................................................... 95.0 OG 9”