HomeMy WebLinkAboutPROCTOR COMPACTION TEST!f SCANNED
BY
St. Lucie County
EASTCOAST TESTING & ENGINES
4100 NORTH POWERLINE ROAD - SUITE G-1
Pe
E
9474768
FACSIMILE # (954) 971-8872
ESTABLISHED 1981
OCT 2 2 2018
SING, INC.
4361 OKEECHOBEE BLVD., - SUITE A-5
WEST PALM BEACH, FLORIDA 33409
1-800-3297645 (SOIL) - (561) 4718220
mitting Department
. Lucie County, FL
ell
PROCTOR COMPACTION TEST
OM KRIPS CONSTRUCTION LABORATORY #: 7185184-P
PROJECT: PROPOSED REAR ADDITION -,,MILLER RESIDENCE
JOB ADDRESS: 2001 NE ROYAL FERN COURT - PALM CITY
DATE: SEPTEMBER 18, 2018
SAMPLED BY: C. MONTGOMERY ON: SEPTEMBER 14, 2018
TESTED BY: CHRISTIAN S. ON: SEPTEMBER 17, 2018
SAMPLE DESCRIPTION: GRAY -BROWN FINE-GRAINED SAND
SAMPLE LOCATION: FOOTERS - 0-12"
I'
RESULTS OF TEST: THE FOLLOWING PROCTOR TEST WAS PERFORMED IN
ACCORDANCE WITH ASTM DESIGNATION D1557 USING A
10 POUND RAMMER AND AN 18 INCH DROP: AASHTO T-180
WET DRY DENSITY
PERCENT MOISTURE % DENSITY - PCF LBS/CUBIC FT
POINT #1
7.0
108.1
101.028
POINT #2
9.1
111.8
102.475
POINT #3
11.0
115.0
103.604
POINT #4
12.8
117.9
104.521
POINT #5
j 14.8 1117.9
102.700
I.
MAXIMUM DRY DENSITY PCF:
" 1°04.5,
SPECIFIC GRAVITY: N/A
OPTIMUM MOISTURE CONTENT %:
12.8
SOIL CLASSIFICATION: SP
REMARKS: FOOTERS - 0-12-
RESPECTFULLY SUBMITTED,
EASTCOAST�TESTING &•ENGINEERING INC.,
CERTIFICATE OF AUTHORIZATION #3425
9/18/2018
MOHAMMED A. HAI, P.E.
SENIOR GEOTECHNICAL ENGINEER
FLORIDA REGISTRATION NO.59345
CRAIG SMITH, PRESIDENT
PROCTOR ANALYSIS
ASTM DES. D-1557 METHOD C
LL 118
105 116
z
114
o103
112
w
'S
110
c 101 7.0
9.1 11.0 12.8 14.8 108
MOISTURE CONTENT %
DRYDENSITY- 4YfirmstTY-
f PCF t PCF
m
Q
EASTCOAST TESTING & ENGINEERING, INC.
4100 NORTH POWERLINE ROAD - SUITE G-1 4361 OKEECHOBEE BLVD., - SUITE A-5
POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409
BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1-800-3297645 (SOIL) - (561) 4718220
LABORATORY NUMBER: 7185184
SOIL
SOIL
FACSIMILE # (954) 971-8872
ESTABLISHED 1981
FIELD DENSITY TEST
CLIENT: TOM KRIPS CONSTRUCTION
PROJECT: PROPOSED ADDITION & RENOVATION - MILLER RESIDENCE
JOB ADDRESS: 2001 NE ROYAL FERN COURT - PALM CITY, FLORIDA
DESCRIPTION # 1: GRAY -BROWN FINE-GRAINED SAND
)ESCRIPTION # 2:
PAGE 1 OF 1
AREAS TESTED: FOOTERS - 0-12"
DATE TESTED: SEPTEMBER 14, 2018
(PERFORMED BY: C. MONTGOMERY DATE REPORTED: SEPTEMBER 19, 2018
!! PROCTOR VALUE #1 - PCF: 104.5 OPTIMUM MOISTURE % 12.8 LAB # 7185184-P
PROCTOR VALUE #2 - PCF: OPTIMUM MOISTURE % LAB #
RESULTS OF TESTS: PASS
TESTii#
i
LIFT#
TEST LOCATIONS
PROBE
INCHES
MOISTURE
PERCENT
DRYDENSITY
PCF
% FIELD
COMPACTION
PERCENT
REQUIRED
1
F
FOOTER - E. SIDE ADDITION - E. END
12
9.4
104.1
99.6
98
2
F
FOOTER - E. SIDE ADDITION - CENTER
12
8.7
104.9
100.4
98
311
F
FOOTER - E. SIDE ADDITION - W. END
12
1 9.0
105.4
100.9
98
4
F
FOOTER - WEST SIDE - PROPOSED GRASS AREA
12
10.5
103.0
98.6
98
5
F
FOOTER - SOUTH SIDE - PROPOSED GRASS AREA
12
10.2
103.6
99.1
98
I!
II
I'
I.
CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED ••
BF: BACKFILL S: SUBGRADE BC: BASE COURSE "ROCK" FINAL NG: NATURAL GROUND ELEVATION
F: FOOTING CP: COLUMN PAD BNG: BELOW NATURAL GROUND ELEVATION FINAL: FINAL ELEVATION
NOTE: STANDARDS FOR METHOD OF TEST: ASTM D2922 / ASTM DA557
RESPECTFULLY SUBMITTED,
EASTCOAST TESTING & ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION #3425
&. 9/18/2018 6441W
MOHAMMED A. HAI, P.E. CRAIG SMITH, PRESIDENT
SENIOR�GEOTECHNICAL ENGINEER
FLORIDA REGISTRATION No. 59345
EASTCOAST TESTING &ENGINEERING
INC.
4100 NORTH POWERLINE ROAD - SUITE G-1 4361 OKEECHOBEE BLVD., - SUITE A-5
POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409
BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1-800-3297645 (SOIL) - (561) 4718220
FACSIMILE # (954) 971-BB72
ESTABLISHED 1981
PROCTOR COMPACTION TEST
CLIENT: TOM KRIPS CONSTRUCTION LABORATORY#: 7185184-P
PROJECT: PROPOSED REAR ADDITION ,,MILLER RESIDENCE
JOB ADDRESS: 2001 NE ROYAL FERN COURT - PALM CITY
DATE: SEPTEMBER 18, 2018
SAMPLED BY: C. MONTGOMERY ON: SEPTEMBER 14, 2018
TESTED BY: CHRISTIAN S. ON: SEPTEMBER 17, 2018
SAMPLE DESCRIPTION: GRAY -BROWN FINE-GRAINED SAND
SAMPLE LOCATION: FOOTERS - 0-12"
RESULTS OF TEST: THE FOLLOWING PROCTOR TEST WAS PERFORMED IN
ACCORDANCE WITH ASTM DESIGNATION D1557 USING A
10 POUND RAMMER AND AN 18 INCH DROP: AASHTO T-180
WET DRY DENSITY
PERCENT MOISTURE % DENSITY - PCF LBS/CUBIC FT
I�
POINT #1
7.0
108.1
101.028
POINT #2
9.1
111.8
102.475
POINT #3
11.0
115.0
103.604
POINT #4
12.8
117.9
104.521
POINT
#5
1 14.8
117.9
102.700
ll
MAXIMUM DRY DENSITY PCF:
104'.5
SPECIFIC GRAVITY: N/A
OPTIMUM MOISTURE CONTENT %:
12:8
SOIL CLASSIFICATION: SP
REMARKS: FOOTERS - 0-12"
11
RESPECTFULLY SUBMITTED,
EASTCOAST TESTING & ENGINEERING INC.,
CERTIFICATE OF AUTHORIZATION #3425
9/18/2018
MOHAMMED A. HAI, P.E.
SENIOR GEOTECHNICAL ENGINEER
FLORIDA REGISTRATION NO.59345
CRAIG SMITH, PRESIDENT
i
PROCTOR ANALYSIS
ASTM DES. D-1557 METHOD s
a. 105 116
z
0103
ItJ
114
112
11 O
0 101 7.0
9.1 11.0 12.8 14.8 108
MOISTURE CONTENT %
DRYDQISITY- WErDQJSITY-
�PCF tPCF
EASTCOAST TESTING & ENGINEERING, INC.
4100 NORTH POWERLINE ROAD - SUITE G-1 4361 OKEECHOBEE BLVD., - SUITE A-5
POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409
BROWAf3D (954) 9727645 (SOIL) - DADE (305) 9474768 1-800-3297645 (SOIL) - (561) 4718220
FACSIMILE # (954) 971-8872
ESTABLISHED 1981
FIELD DENSITY TEST
LABORATORY NUMBER: 7185184 PAGE 1 OF 1
i
I '
CLIENT: TOM KRIPS CONSTRUCTION
PROJECT: PROPOSED ADDITION 8 RENOVATION - MILLER RESIDENCE
JOB ADDRESS: 2001 NE ROYAL FERN COURT - PALM CITY, FLORIDA
SOIL DESCRIPTION # 1: GRAY -BROWN FINE-GRAINED SAND
11
SOIL DESCRIPTION # 2:
I' AREAS TESTED:
PERFORMED BY:
FOOTERS - 0-12"
C.MONTGOMERY
DATE TESTED
DATE REPORTED
SEPTEMBER 14, 2018
SEPTEMBER 19, 2018
PROCTOR VALUE #1 - PCF: 104.5 OPTIMUM MOISTURE % 1 12.8 1 LAB # 17185184-P
PROCTOR VALUE #2 - PCF: OPTIMUM MOISTURE % I I LAB #
RESULTS OF TESTS: PASS
11
TEST
#
LIFT #
TEST LOCATIONS
PROBE
INCHES
MOISTURE
PERCENT
ORYDENSITY
PCF
% FIELD
COMPACTION
PERCENT
REQUIRED
1
F
FOOTER - E. SIDE ADDITION - E. END
12
9.4
104.1
99.6
98
2
F
FOOTER - E. SIDE ADDITION - CENTER
12
8.7
104.9
100.4
98
3
F
IFOOTER - E. SIDE ADDITION - W. END
12
1 9.0
105.4
100.9
98
4
F
FOOTER - WEST SIDE - PROPOSED GRASS AREA
12
10.5
103.0
98.6
98
511
F
FOOTER - SOUTH SIDE - PROPOSED GRASS AREA
12
10.2
103.6
99.1
98
I
CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED ••
BF: BACKFILL S: SUBGRADE BC: SASE COURSE "ROCK" FINAL NG: NATURAL GROUND ELEVATION
F: FOOTING CP: COLUMN PAD BNG: BELOW NATURAL GROUND ELEVATION FINAL: FINAL ELEVATION
ANDARDS FOR METHOD OF TEST: ASTM D2922 / ASTM D-1557
RESPECTFULLY SUBMITTED,
EASTCOAST TESTING & ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION #3425
gg
-!� 9/18/2018 4 jfU;iU
MOHAMMED A. HAI, P.E. CRAIG SMITH, PRESIDENT
SENIOR'GEOTECHNICAL ENGINEER
FLORIDA REGISTRATION No. 59345
T_\
7
Nit
EASTCOAST TESTING & ENGINi
INC.
4100 1MIORTH POWERL/NE ROAD - SUITE G 1 4361 OKEECHOBEE BLVD., - SUITE A-5
POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409
BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1-800-3297645 (SOIL) - (561) 4718220
FACSIMILE # (954) 971-8872
ESTABLISHED 1981
CLIENT:
PROCTOR COMPACTION TEST
TOM KRIPS CONSTRUCTION LABORATORY #: 7185184-P
PROJECT:
PROPOSED REAR ADDITION j, MILLER RESIDENCE
JOB ADDRESS:
2001 NE ROYAL FERN COURT - PALM CITY
DATE:
SEPTEMBER 18, 2018
SAMPLED BY:
TESTED BY:
SAMPLE DESCRIPTION:
C. MONTGOMERY ON: SEPTEMBER 14, 2018
CHRISTIAN S. ON: SEPTEMBER 17 2018
GRAY -BROWN FINE-GRAINED SAND
SAMPLE LOCATION:
FOOTERS - 0-19"
RESULTS OF TEST: THE FOLLOWING PROCTOR TEST WAS PERFORMED IN
ACCORDANCE WITH ASTM DESIGNATION D1557 USING A
10 POUND RAMMER AND AN 18 INCH DROP: AASHTO T-180
WET DRY DENSITY
PERCENT MOISTURE % DENSITY - PCF LBS/CUBIC FT
POINT #1 1 7.0 1 1 108.1 1 1 101.028
POINT #2
9.1
1 111.8
102.475
POINT #3
11.0
115:0
103.604
POINT #4
12.8
117.9
104.521
POINT #5
14.8
117.9
102.700
MAXIMUM DRY DENSITY PCF: 194,.5: SPECIFIC GRAVITY: N/A
OPTIMUM MOISTURE CONTENT %: ISOIL CLASSIFICATION: sP
REMARKS: FOOTERS - 0-12"
;ESPECTFULLY SUBMITTED,
ASTCOAST-TESTING & ENGINEERING INC.,
ERTIFICATE OF AUTHORIZATION #3425
9/18/2018
`IAMMED=A:_HAI, P.E. ,
:)R GEOTECFINICAL ENGINEER
;IDA REGISTRATION 039345------ --
1I/2 CIIAI'i1.J D®C 141G111T3 E a9 W;E"
SEP 2 5 2018
Permitting Department
PROCTOR ANALYSIS
AST C
u CL OMEN 118
?-- 105 116
w 14
W 103 12
110
>_ 101 08
O - s s
MOISTURE CONTENT %
oRroolstrr- v.Froalsirr-
-V-PCF -WPCF
rT
EASTCOAST TESTING & ENGINEERING, INC.
4100 NORTH POWERLINE ROAD - SUITE G-1 4361 OKEECHOBEE BLVD., -SUITE A-5
POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474768 1-EST PALM
(SOIL, - FLORIDAORI A 33409
� FACSIMILE # (954) 971-8872
18220
ESTABLISHED 1981
TORY NUMBER: 7185184
CLIENT:
PROJECT:
JOB ADDRESS:
SOIL DESCRIPTION # 1:
SOIL DESCRIPTION # 2:
AREAS TESTED:
FIELD DENSITY TEST
TOM KRIPS CONSTRUCTION
PROPOSED ADDITION & RENOVATION -MILLER RESIDENCE
2001 NE ROYAL FERN COURT- PALM CITY FLORIDA
FOOTERS - 0-12"
PI��]
PAGE 1 OF 1
DATE TESTED: SEPTEMBER 14, 2018
PERFORMED BY: C. MONTGOMERY DATE REPORTED: SEPTEMBER 19, 2018
PROCTOR VALUE #1 - PCF: 104.5 OPTIMUM MOISTURE % 12.8 LAB # 7185184•P
PROCTOR VALUE #2 - PCF: OPTIMUM MOISTURE % LAB #
RESULTS OF TESTS: PARR
TEST #FLIFT
TEST LOCATIONS
PROBE
INCHES
JMOISTURE
PERCENT
DRY DENSITY
PCF
% FIELD
COMPACTION
PERCENT
REQUIRED
1
2'
3
4
5,
F
F
F
F
F
FOOTER - E. SIDE ADDITION - E. END
FOOTER - E. SIDE ADDITION - CENTER
FOOTER - E. SIDE ADDITION - W. END
FOOTER - WEST SIDE - PROPOSED GRASS AREA
FOOTER - SOUTH SIDE - PROPOSED GRASS AREA
12
12
12
12
12
9.4
8.7
9.0
,10.5
10.2
104.1
104.9
105.4
103.0
103.6
99.6
100.4"
100.9
98.6
99.1
98
98
98
98
98
CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED ••
BF: BACKFILL - - S: SUBGRADE - BC: BASE COURSE -ROCK' FINAL NG: NATURAL GROUND ELEVATION
F: FOOTINA ' CP:'COLUMN PAD BNG: BELOW NATURAL GROUND ELEVATION FINAL: FINAL ELEVATION
NOTE:'STANDARDS FOR METHon nP TFRT• ecru nn n , A�
RESPECTFULLY "SUBMITTED,
EASTGOAST-TESTING & ENGINEERING, INC.
CERTIFICATE OF AUTHORIZATION #3425
VyV . 9/18/2018
MOHAMMED A. HAI, P.E.
SENIOR GEOTECHNICAL ENGINEER
FLORIDA REGISTRATION No. 59345 -
CRAIG SMITH, PRESIDENT
THRESHOLD/SPECIAL INSPECTIONS BORINGS DENSITY ASPHALT CONCRETE & "GEOTECHNICAL"TESTING LABORATORY