HomeMy WebLinkAboutField Compaction Tests Reportp
�� Information ®To Build On
Engineering • Consulting • Testing
":'ER 1 9 2007
REPORT OF FIELD COMPACTION TESTS.
TESTED FOR PROJECT: MAUSOLEUM #1 HILLCftTORIAL
GIBRALTAR MAUSOLEUM CONSTRUCTION CO GARDEN -FORT PIERC
1315 WEST LIBERTY AVE
PITTSBURGH, PA 15226
DATE: 2/6/2007 ID NO: 116753701A REPORT NO: 768-70005-1
TEST DATA:
TEST
NO.
MATERIAL
USE
PROCTOR
NUMBER
MOISTURE
CONTENT
WET DENSITY
(PCF)
DRY DENSITY
(PCF)
PERCENT
COMPACTION
SPECIFICATION
REQUIREMENT
1
Building Pad
7687000501
11.6% (c)
122.5
109.8
97.1% (A)
95%
2
Building Pad
7687000501
10.9% (c)
122.9
110.8
98.0% (A)
95%
3
Building Pad
7687000501
9.7% (c)
119.9
109.3
96.6% (A)
95%
4
Building Pad
7687000501
8.9% (c)
1 119.9
1 110.1
1 97.3% (A)
95%
LOCATION DATA:
TEST
NO.
TEST LOCATION
DEPTH
LIFT
1
10' South & 8' East of Northwest Corner of Pad
0-12 In.
Below Top of Pad
2
27' South & 7' East of Northwest Corner of Pad
0-12 In.
Below Top of Pad
3
12' North & 9' West of Southeast Corner of Pad
0-12 In.
Below Top of Pad
4
25' North & 6' West of Southeast Corner of Pad
0-12 In.
Below Top of Pad
PROCTOR DATA:
PROCTOR
NO.
TEST
STANDARD
SOIL
DESCRIPTION
MAXIMUM DRY
DENSITY(PCF)
OPTIMUM
MOISTURE
7687000501
I AASHTO -T180
Dark Brown Clayey Fine Sand Trace Shell Fragments,Rock Nodules,Or
I 113.1
I 13.5%
NOTES: TESTS PERFORMED PER ASTM D2922-96 AND 0301 COMMENTS:
A. TEST RESULTS COMPLY WITH COMPACTION SPECIFICATIONS _ For PSI Use
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
Distdbution Numbe
C. MOISTURE CONTENT COMPLIES WITH SPECIFICATIONS
Index Number. 2959
D. MOISTURE CONTENT DOES NOT COMPLY WITH SPECIFICATIONS
REMARKS: Comply with Project Specifications, Cesar Pequeno,
Superintendant of Gibraltar
Mausoleum Construction Co. was informed.
a „
Respectfully Submitted,
Report Copy Distributed to:
Professional Service1ndustriEs; Inc.
GIBRALTAR MAUSOLEUM CONSTRUCTION CO
CHUCK YOUNG
iz`%19�� '7
1315 WEST LIBERTY AVE
GEORGE P. BALLOCK, P.E
PITTSBURGH, PA 15226
FL. REGISTRATION NO. 34041
Professional Service Industries, Inc. • 2689 SW Domina Road • Port St. Lucie, FL 34953 • Phone 7721446-7803 • Fax 772/446-7808
- Engineering Certificate of Authorization 3684 -
Information
rjffAN�®To Build On
Engineering • Consulting • Testing
FEB 19 2007
REPORT OF PROCTOR COMPACTION TEST Dy;
TESTED FOR: PROJECT: MAUSOLEUM #1 HILLCREST MEMORIAL
GIBRALTAR MAUSOLEUM CONSTRUCTION CO GARDEN -FORT PIERCE A.
1315 WEST LIBERTY AVE
PITTSBURGH, PA 15226 REPORT NO: 768-70005-1 Avix
DATE: 2/9/2007 PROCTOR NO: 7687000501
TEST DATA:
SOIL DESCRIPTION Dark Brown Clayey Fine Sand Trace Shell Fragments,Rock Nodules,Organics.
SAMPLE SOURCE Stockpile
METHOD OF TEST AASHTO -T180
TEST RESULTS MAXIMUM DRY DENSITY 113.1 PCF OPTIMUM MOISTURE CONTENT 13.5%
COMPACTION TEST POINT DATA
MOISTURE CONTENT
WET DENSITY
DRY DENSITY
9.8%
122.2
111.3
12.0%
126.3
112.8
13.5%
128.4
113.1
14.4%
126.3
110.4
108 4-
2%
REMARKS:
DRY DENSITY VS MOISTURE
6% 10% 14% 18%
MOISTURE CONTENT
Report Copy Distributed to:
GIBRALTAR MAUSOLEUM CONSTRUCTION CO
Chuck Young
1315 West Liberty Ave
Pittsburgh, Pa 15226
GRAIN SIZE ANALYSIS
(ASTM C136-01 and/or C117.95)
SIEVE SIZE PERCENT PASSING
For 2SHJse
Distribution P!uinmr.. 864
Index. Number. 2959
Respectfully Submitted, -
ProOessional,Servkv Inalistries, Inc.
GEORGE_P. BALLOCK` P.E
FL. REGISTRATION NO. 34041
Professional Service Industries, Inc. • 2689 SW Domina Road • Port St. Lucie, FL 34953 • Phone 772/446-7803 • Fax 7721446-7808
Engineering Certificate of Authorization 3684