1992-2975 G/I
Street Address
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Serial #
Category
Name
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I ! Description
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Plan ck. #
Year
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Professional Service Industries, Inc.
American Engineering Division
PLAZA LANDSCAPE
1445 South Sunkist Street
Anaheim, CA 92806
October 14, 1992
Project No.: 062-25021
SUBJECT: COMPACTION TEST RESULTS
PROJECT: McPHERSON NEIGHBORHOOD PARK
ENCINITAS, CALIFORNIA
Dear Sir or Madam:
In accordance with your request, Professional Service Industries,
Inc. (PSI), has herein provided a summary of soil density and
moisture tests conducted at the referenced site.
Based on our field observations and testing, it is our opinion that
the fill has been placed in general accordance with the
recommendations provided in the soils repor~and the intentions of
this office.
This opportunity to provide services to you on this project is
greatly appreciated. Should you have any questions regarding our
resul ts, or if we may be of further assistance, please do not
hesitate to contact this office.
(
Sincerely,
niBSSIO~t iDnCB I~~ftIBS. IE.
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Kevin M. ~o dan;":RCE 44011
Senior proj.ct Engineer
Geotechnical Department
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7940 Arjons Drive, Suite A . San Diego, CA 92126 . Phone: 619/695-3730 . FAX: 619/695-6712
,
TABLE I
RESULTS OF COMPACTION TESTS
JOB NAME: McPHERSON NEIGHBORHOOD PARK
JOB NO.: 062-25021 OCTOBER, 1992
DEPTH! MOISTURE UNIT DRY RELATIVE SOIL
TEST NO DATE ELEVATION CO NTENf DENSITY COMPACTION TYPE REMARKS
(%) (PCP) (%)
1 3-11-92 100.0 7.7 109.4 92 1
2 3-11-92 100.0 7.6 109.1 92 1
3 3-11-92 101.0 7.8 108.2 91 1
4 3-11-92 102.0 8.1 110.6 93 1
5 3-11-92 99.0 8.2 110.2 93 1
6 3-11-92 99.0 7.8 108.7 92 1
7 3- 11-92 101.5 8.6 107.8 91 1
8 3-11-92 101.5 8.0 107.9 91 1
9 3-12-92 PSG 7.8 107.2 90 1
10 3-12-92 PSG 8.3 110.8 93 1
11 3-12-92 PSG 9.0 109.1 92 1
12 3-12-92 PSG 8.8 108.9 92 1
13 3-12-92 103.0 8.2 107.8 91 1
14 3-12-92 102.5 7.3 107.4 90 1
15 3-12-92 104.0 8.8 110.3 93 1
16 3-12-92 107.0 9.1 111.8 94 1
17 3-12-92 105.0 8.7 110.0 93 1
18 3-12-92 103.0 9.0 111.5 94 1
19 3-30-92 PSG 7.5 110.2 93 1
20 3-30-92 PSG 7.2 109.8 92 1
21 3-30-92 PSG 13.2 117.7 99 1
22 3-30-92 PSG 8.0 112.4 95 1
23 5-5-92 PSG 10.1 113.5 96 1
24 5-5-92 PSG 9.2 114.4 96 1
25 5-5-92 PSG 9.9 113.0 95 1
26 5-5-92 PSG 10.6 115.6 97 1
27 5-5-92 PSG 8.8 114.1 96 1
28 5-5-92 PSG 9.0 113.8 96 1
29 5-5-92 PSG 8.6 114.8 97 1
30 5-5-92 PSG 9.2 115.8 96 1
*~ and Cone Test
PI OFESSIONAL SERVICE INDUSTRIES, INC. (PSI)
AI nerican Engineering Division /wlw/L3
.
\
, TABLE I
RESULTS OF COMPACTION TESTS
JOB NAME: McPHERSON NEIGHBORHOOD PARK
JOB NO.: 062-25021 OCTOBER, 1992
DEPTW MOISTURE UNIT DRY RELATIVE SOIL
TEST NO DATE ELEVATION CONTENT DENSITY COMPACTION TYPE REMARKS
(%) (PCP) (%)
31 5-5-92 FSO 8.4 115.2 97 1
32 5-5-92 FSO 5.2 110.2 93 1
33 5-5-92 FSO 5.0 109.6 92 1
34 5-6-92 FSO 10.8 113.5 96 1
35 5-6-92 FSO 11.6 114.6 97 1
36 5-6-92 FSO 11.8 114.0 96 1
37 5-6-92 FOB 6.5 131.6 95 2
38 5-6-92 FOB 6.1 133.4 97 2
39 5-6-92 FOB 6.7 133.8 97 2
40 5-6-92 FOB 5.8 132.7 96 2
41 5-6-92 FOB 5.7 134.6 98 2
42 5-6-92 FOB 5.7 135.4 98 2
43 5-7-92 FOB 6.7 134.6 98 2
44 5-7-92 FOB 6.3 134.1 97 2
45 5-7-92 FOB 6.0 133.5 97 2
46 5-7-92 FOB 5.6 134.0 97 2
47 5-7-92 FOB 5.4 133.7 97 2
*Sand Cone Test
PI OFESSIONAL SERVICE INDUSTRIES, INC. (PSI)
I At rterican Engineering Division Iwlw/L3
,
.
,
TABLE n
LABORATORY TEST RESULTS
Job Name: McPHERSON NEIGHBORHOOD PARK October, 1992
Job No.: 062-25021
SOIL MAXIMUM OPTIMUM
TYPE CLASSIFICA nON DENSITY MOISTURE
(PCP) (%)
1 Medium Brown Silty Fine Sand 118.8 10.4
2 Class II Base 138.0 5.0
3 Olive Gray Silty Fine to Coarse Sand 140.0 8.0
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P "OFESSIONAL SERVICE INDUSTRIES, INC. (pSI)
A Inerican Engineering Division
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,veres' SEE (ANO5CAPt! ,<tAN FOtV O/MéN5/tWS
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Professional Service Industries, Inc.
American Engineering Division .
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1"'-'fIã;;I. San Diego. CA 92126
EXPLANATION
McPherson Nel ghborhood
Park
Soi I Compaction Plot Plan
PLATE NO.
Plate 1
DATE
JOB NO.
OCT 15, 1992
062-25021
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Professional Service Industries, Inc.
American Engineering Division
RESISTANCE IFRIF VALUE
CA TEST 301
RleNo. 062-25021 Date 28-Apr-92
Client Plaza Landscape, Inc. R.V.# 028
Project Designation McPhearson Park
Encinitas, California
Sample Identification Street Subgrade
A B C D
Compactor Pressure, psi 350 350 350
Moisture@Compaction, % 10.3 11.5 10.7
Density, pcf 115.1 115.7 116.8
A-Value 87 83 85
Exudation Pressure, psi 610 60 250
Stabilometer Thickness, ft. .18 .24 .21
Expansion Pressure Thickness, ft. 0 0 0
Traffic Index (Assumed) -- Sand Equivalent --
A-Value-Exudation Pressure 85
A-Value-Expansion Pressure --
A-Value (At Equilibrium) 85
Distribution:
3-Plaza Landscape, Inc.
.._,
Respectfully submitted,
Professional Service Industries, Inc.
7940 A~ons Drive, Suite A
.
San Diego, CA 92126
.
Phone: 619/695-3730
.
Fax: 619/695-6712
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Professional Service Industries, Inc.
American Engineering Division
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PLAZA LANDSCAPE
1445 S. Sunkist street
Anaheim, CA 92806
April 23, 1992
Job No.: 062-25021
SUBJECT:
PAVEMENT SECTION RECOMMENDATIONS
PROJECT:
MILDRED McPHERSON
NEIGHBORHOOD PARK
J STREET AND VULCAN AVENUE
ENCINITAS, CALIFORNIA
Dear Sir or Madam:
Pursuant to your request, we have conducted R-value testing
(CalTrans Method 301) on representative soils collected from Vulcan
Avenue. An R-value of 85 was derived.
It is our understanding that the proposed pavement areas will
include widening of Vulcan Avenue. Based on the derived R-value of
85, a traffic index of 7, and in conformance with CalTrans standard
flexible pavement design procedures, we recommend a pavement
section of 4-inch AC over 6-inch Class II Base.
All Class II Base materials should be compacted to a minimum of 95
percent relative density (ASTM D-1557) and should be in conformance
with the criteria as set forth in section 26 of CalTrans Standard
Specifications. In addition, it is recommended 'that all pavements
conform to the following criteria:
a:
All trench backfills should be properly placed
and adequately compacted to provide a stable
subgrade;
b:
Placement and construction of the recommended
pavement section should be performed in
accordance with the Standard Specifications
for Public Works Construction;
c:
The asphalt concrete materials and Class II
Base should conform to the specifications for
Public Works Construction;
42-240 Green Way, Suite C . Palm Desert, CA 92260 . Phone: 619/341-5790 . FAX: 619/341-5794
.
.
.
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Page 2 of 2
Plaza Landscape
April 23, 1992
d:
Pavement sections are recommended assuming
that periodic maintenance of pavements will be
done, including sealing of cracks and other
measures;
e:
All curbs surrounding landscape areas should
be embedded at least 8 inches below subgrade
to minimize the movement of moisture beneath
pavements.
Please be advised that the above pavement section recommendations
are not intended to supercede more strict pavement requirements
posed by governmental agencies with jurisdiction over the proposed
development.
Should you have any questions or we can be of further assistance,
please do not hesitate to contact us.
Sincerely,
PROFESSIONAL SERVICE INDUSTRIES, INC.
American Engineering Division
J "q4Ò LA. J)~
Saliou Diallo
Staff Engineer
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Department Manager ~~
Geotechnical Services
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Walt
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Eric Iscan, RCE
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Professional Service Industries, Inc.
American Engineering Division
CLIENT:
PLAZA LANDSCAPE, INC.
Mr. John Vieira
1445 S. Sunkist st.
Anaheim, CA 92806
DATE:
4-3-92
PROJECT:
McPHERSON NEIGHBORHOOD PARK
"J" street & Vulcan Ave.
Encinitas, CA
PROJECT #: 062-25021
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Dear sir or Madam:
Enclosed are the inspection reports for the weekes) ending:3-14-92
Should you have any further questions, please do not hesitate
to contact our office.
PROFESSIONAL SERVICE INDUSTRIES, INC.
American Engineering Division
A?~ 6~
Rick G. Kushner
Senior Division Manager
3-Plaza Landscape, Inc.
7940 Arjons Drive, Suite A
.
San Diego, CA 92126
.
Phone: 619/695-3730
.
Fax: 619/695-6712
l.'~;l Professional Service Industries, Inc.
I"-Q. American Engineering Division
Page~of -.2-
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INSPECTION REPORT A. f). .
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PROJECT (NameLN~1 ~\,. b-vr~ O'eJ y~
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IN PECTION
OSHPD
OSA
Specialty
Mechanical
Electrical
Roofing
Concrete
Masonry
Struct Steel
Prestress Conc
Pile Driving
Fireproofing
Waterproofing
Non-Destructive
Soils Technician
Batch Plant
Bolt Pull-Out
MAT'LSAMPLING
- Concrete Cylinders
_Cement
_Mortar Samples
- Grout Samples
- Masonry P¡jsms
- Masonry Block
- Fireproofing
- Units (block or brick)
- Asphalt Concrete
- Roofing
- Reinf. Steel
_Steel
- H.S. Bolts
- Tendon (PT Strands)
- Other
- Other
- Other
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REPORT NO.
Building Permit No.
Plan File No.
Govt. Contract No.
OSA or OSHPD #
Other
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OTY MATERIAL DESCRIPTION
- - Rinf.: Rebar
- - Rinf.: WW.F.
- - Rinf.: Tendons
- - Conc.: Mix #/psi
- - Conc.: Mix #/psi
- - Conc.: Mix #/psi
- - Grout: Mix #/psi
- - Mortar: Type/psi
- - Units: Block
- - Units: Brick
- - Steel
- - H.S. Bolts
- - Metal Decking
- - Electrodes
- - Fireproofing
- - Other
INSPECTION CHECKLIST
Plan & Specs
Clearances
Positions
Sizes
- Laps
- Future Continuity #/psi
Consolidation
Mortar Batching
Electrode Storage
Torque Applied
Corrective action required-
- Corrections completed
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CER FICATION OF COMPLIANCE: To best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans,
spec ¡cations and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin-
ion 0 project control.
~~~~NO
P<:;I B- 00-170
l.'~;l Professional Service Industries, Inc.
"'-~. American Engineering Division
Page ;Z of :L
INSPECTION REPORT
Pr ject Name (per plans)
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Inspection
Date
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Ins ector's Name
PSI .900.171
l.'~;l Professional Service Industries, Inc.
I"-rØ. American Engineering Division
Page-Lof -.2--
INSPECTION REPORT M O\L ~ V'l
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REPORT NO. ()~ -";¿'q)..:J./ :=IÞ().::)
Building Permit No.
Plan File No.
Govt. Contract No.
OSA or OSHPD #
Other
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IN PECTION
OSHPD
OSA
Specialty
Mechanical
Electrical
Roofing
Concrete
Masonry
Struct Steel
Prestress Conc
Pile Driving
Fireproofing
Waterproofing
Non-Destructive
Soils Technician
Batch Plant
Bolt Pull-Out
MAT'LSAMPLING
- Concrete Cylinders
_Cement
- Mortar Samples
- Grout Samples
- Masonry Prisms
- Masonry Block
- Fireproofing
- Units (block or brick)
- Asphalt Concrete
- Roofing
_Reinf. Steel
- Steel
- H.S. Bolts
- Tendon (PT Strands)
- Other
- Other
Other
OTY
MATERIAL DESCRIPTION
INSPECTION CHECKLIST
- Plan & Specs
- Clearances
Positions
Sizes
Laps
Future Continuity #/psi
Consolidation
Mortar Batching
Electrode Storage
Torque Applied
- - Rinf.: Rebar
- _Rinf.:W.W.F.
- - Rinf.: Tendons
- - Conc.: Mix #/psi
- - Conc.: Mix #/psi
- - Conc.: Mix #/psi
- - Grout: Mix #/psi
- - Mortar: Type/psi
- - Units: Block
- - Units: Brick
- - Steel
- _H.S.Bolts
- - Metal Decking
- - Electrodes
- - Fireproofing
- - Other
- Corrective action required-
Corrections completed
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CER IFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies WI h approved plans,
speci ¡cations and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin-
ion 0 project control.
INS ECTOR NAME
INS ECTOR SIGNATURE
(Print Clearly)
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CERT. NO.
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"'-~. American Engineering Division
Page 12... of 2....
INSPECTION REPORT
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P ject Name (per plans) ~ ¥!-e{ ðV
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Date
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Ins ector's Name
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Professional Service Industries, Inc.
American Engineering Division
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INSPECTION REPORT ~ .
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C ntractor
IN PECTION
OSHPD
OSA
Specialty
Mechanical
Electrical
Roofing
Concrete
Masonry
Struct Steel
Prestress Conc
Pile Driving
Fireproofing
Waterproofing
Non-Destructive
Soils Technician
Batch Plant
Bolt Pull-Out
MAT'LSAMPLING
- Concrete Cylinders
_Cement
_Mortar Samples
- Grout Samples
- Masonry Prisms
- Masonry Block
- Fireproofing
- Units (block or brick)
- Asphalt Concrete
- Roofing
- Reinf. Steel
_Steel
_H.S. Bolts
- Tendon (PT Strands)
- Other
- Other
Other
RE ARKS
REPORT NO.
Building Permit No.
Plan File No.
Govt. Contract No.
OSA or OSHPD #
Other
OTY
MATERIAL DESCRIPTION
INSPECTION CHECKLIST
Plan & Specs
Clearances
Positions
Sizes
Laps
Future Continuity #/psi
Consolidation
Mortar Batching
Electrode Storage
Torque Applied
- - Rinf.: Rebar
- - Rinf.: WW.F.
- - Rinf.: Tendons
- - Conc.: Mix #/psi
- - Conc.: Mix #/psi
- - Conc.: Mix #/psi
- - Grout: Mix #/psi
- - Mortar: Type/psi
- - Units: Block
- - Units: Brick
- - Steel
- - H.S. Bolts
- - Metal Decking
- - Electrodes
- - Fireproofing
- - Other
Corrective action required-
Corrections completed
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CE IFICATION OF COMPLIANCE: To the best of our kn ledge, all of the reported work, unless otherwise noted, substantially complies w approved plans,
spe ifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin-
ion r project control.
O\"VorJ
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(Print CleMy)
INS ECTOR SIGNATURE ~
CERT. NO.
DATE
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Vulcan Avenue
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"AS CONSTRUCTED DRAWINGS"
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CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
MACPHER~ON NEIGHBORHOOD ?-1
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