HomeMy WebLinkAbout; First Reponders Training Facility As-Graded Report; First Reponders Training Facility As-Graded Report; 2012-05-29^DED REPORT OF POST GRADING.
hiKb I RESPONDERS TRAINING FACILITir.
2560 ORION WAY, CARLSBAD, CALIFORNIA,
Prepared for:
CITY OF CARLSBAD
1635 Faraday Avenue
Carlsbad, California 92008
Project No. 602852-001
May 29, 2012
Leighton Consulting, Inc,
A LEIGHTON GROUP COMPANY
4
A LEIGHTON GROUP COMPANY
Leighton Consulting, Inc.
May 29, 2012
To: City of Carlsbad
1635 Faraday Avenue
Carlsbad, California 92008
Attention: Mr. William Plummer
Project No. 602852-001
Subject: As-Graded Report for Post Grading, First Responders Training Facility,
2560 Orion Way, Carlsbad, California
Introduction
In accordance with your request and authorization, Leighton Consulting, Inc. (Leighton)
has performed geotechnical observation and testing services during the post grading
operations for the First Responders Training Facility, located at 2560 Orion Way in
Carlsbad, California. This report summarizes our geotechnical observations, field and
laboratory test results, and the geotechnical conditions encountered during the post
grading of the site. The purpose of our geotechnical observation and testing services
was to document that the post grading operations for the subject site were performed in
general accordance with the project geotechnical reports (Appendix A), geotechnical
recommendations made during the course of grading, and the City of Carlsbad grading
requirements. As of the date of this report, the post-grading activities for the project are
essentially complete.
Summarv of Post Grading Operations
The post grading operations for the project were begun in August, 2010 and are
essentially complete as of the date of this report. Post grading operations included: 1)
sewer, water, storm drain, gas and joint trench backfill and compaction; 2) retaining wall
backfill and compaction; 3) driveway and parking pavement area subgrade soil, aggregate
base material, and asphalt concrete placement and compaction; and 4) observation of
foundation excavations and pre-saturation testing of the building slab-on-grade subgrade
soils.
3934 Murphy Canyon Road, Suite B205 - San Diego, CA 92123-4425
858.569.6914 • Fax 858.292.0771 • www.leightongroup.com
602852-001
Compaction testing and observation was performed by representatives of our firm who
were on-site on an as-needed basis during the post grading operations. Specific
observation and testing services conducted during the post grading operations are
presented below.
Trench and Retaining Wall Backfill
Underground utilities (including sewer, water, storm drain, gas and joint utility) and
retaining walls were installed and/or constructed during the development of the site.
During the trench and retaining wall backfill operations, native soils and/or import soils
were placed in 4- to 8- inch thick loose lifts, moisture-conditioned prior to fill placement,
and compacted to a minimum 90 percent relative compaction (based on ASTM Test
Method D1557). Compaction of the trench and retaining wall backfill soils was
accomplished by hand tampers, sheepsfoot roller and/or wheel-rolling with heavy-duty
construction equipment. The results and description of approximate location of the
backfill tests are summarized in Appendix B.
Pavement Sections
Prior to placement of the aggregate base material, the subgrade soils were scarified to
a minimum depth of 12 inches, moisture-conditioned to near-optimum moisture
content and compacted to a minimum of 95 percent relative compaction (based on
ASTM Test Method D1557). The aggregate base materials were compacted to a
minimum of 95 percent of their respective maximum dry densities (based on ASTM
Test Method D1557). Asphalt concrete materials placed in the street, Orion Way, were
placed and compacted to a minimum 95 percent relative compaction (based on
Califomia Test 304-Hveem Method, batch plant maximum density provided by others).
The field density test results for the subgrade soil, aggregate base material, and
asphalt concrete testing are summarized in Appendix B.
Field and Laboratory Testing
Field density tests were performed during the placement and compaction of trench
and retaining wall backfill, subgrade soil preparation, and aggregate base material and
asphalt concrete placement during the post-grading operations at the site. Density
tests were performed in general accordance with the Nuclear-Gauge Method (ASTM
Test Methods D6938). The results and approximate locations of the field density tests
performed are summarized in Appendix B. The field density testing was performed in
general accordance with the applicable ASTM standards, the current standard of
care in the industry, and the precision of the testing method itself. Variations in
relative compaction should be expected from the results documented herein.
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Lelghton
602852-001
As indicated in Appendix B, areas in which field density test results were less than the
required minimum 90 or 95 relative compacfion were reworked, recompacted, and re-
tested unfil the minimum 90 or 95 percent relative compaction was achieved. In
accordance with the City of Carlsbad criteria, trench backfill soil were compacted to a
minimum 90 percent relative compaction, while the subgrade soils and aggregate
base material was compacted to a minimum 95 percent of the maximum dry density
(as determined by ASTM Test Method D1557). Asphalt concrete was placed and
compacted to a minimum 95 percent relative compaction based on the maximum
density obtained from the AC supplier.
Representative samples of the native soil and imported material placed and
compacted during the post-grading operations were tested for maximum dry density
and optimum moisture content in accordance with ASTM Test Method D1557. The
laboratory test results are presented in Appendix C. Asphalt concrete tesfing utilized
maximum density values obtained from the AC supplier (and are included in Appendix
C).
Foundation Excavation Observation
Isolated spread footings and perimeter continuous footings were placed into
competent fill soils as recommended in the project geotechnical report (Appendix A).
Observation and/or testing of the footing excavations and slab subgrade moisture
conditioning were observed and/or performed by representatives of Leighton.
Footing observation summaries documenting the results of our footing excavation
observations and slab subgrade soil presaturation testing for each of the buildings at
the site were provided prior to the slab concrete pour.
Summarv of Conclusions
The following is a summary of our conclusions based on our site observations and field
and laboratory test results during the post-grading operations:
• Geotechnical conditions encountered during the post-grading operafions were
generally as anticipated.
• Field density testing indicated that the trench and retaining wall backfill soils were
compacted to a minimum 90 percent relative compaction (based on ASTM Test
Method D1557) and the driveway and parking area subgrade soils and aggregate
base materials were compacted to a minimum 95 percent relative compaction (based
on ASTM Test Method D1557).
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Leighton
602852-001
• Field density tesfing during the street paving operafions and tesfing of the AC
indicated the asphalt concrete was compacted to a minimum 95 percent relative
compaction of the maximum AC density provided by the AC supplier.
• Foundation excavations were observed and found to be consistent with design depths
and bearing on compacted fill soil. Slab subgrade soil pre-saturation testing was also
performed and the results indicated the soils were presoaked in accordance with the
project geotechnical recommendations (Appendix A).
Based on our geotechnical observations and testing, it is our professional opinion (i.e.,
certifying as defined by the California Business and Professions Code) that the soil
engineering and engineering geologic aspects of the grading are in general compliance
with the approved geotechnical recommendations (Leighton, 2008) and the project
grading plans prepared by Kimley-Horn and Associates, the geotechnical
recommendations made during the course of grading, and the City of Carlsbad grading
requirements.
Limitations
The presence of our field representative at the site was intended to provide the owner with
professional advice, opinions, and recommendations based on observations of the
contractor's work. Although the observations did not reveal obvious deficiencies or
deviations from project specifications, we do not guarantee the contractor's work, nor do
our services relieve the contractor or his subcontractor's work, nor of their responsibility if
defects are subsequently discovered in their work. Our responsibilities did not include any
supervision or direction of the actual work procedures of the contractor, his personnel, or
subcontractors. The conclusions in this report are based on test results and observations
of the grading and earthwork procedures used and represent our engineering opinion as
to the compliance of the results with the project specifications.
Leighton
960151-036
deviations from project specifications, we do not guarantee the contractor's work, or his
subcontractor's work, nor do our sen/Ices relieve the contractor or his subcontractors of
their responsibility if defects are subsequently discovered in their work. Our
responsibilities did not include any supervision or direction of the actual work
procedures of the contractor, his personnel, or subcontractors. The conclusions in this
report are based on test results and observations of the grading and earthwork
procedures used and represent our engineering opinion as to the compliance of the
results with the project specifications.
If you have any questions regarding our report, please do not hesitate to contact this
office. We appreciate this opportunity to be of service.
Respectfully submitted
LEIGHTON AND ASSOCIATES, INC.
William D. Olson. RCE 45283
Associate Engineer
Mike Jensen, CEG 2457
Project Geologist
Attachments: Figure 1 - Site Location Map
Appendbc A - References
Afspendix B - Summary of Field Density Tests
A|3pendix C - Laboratory Testing Procedures and Test Results
Distribution: (4) Addressee
-6-Leighton
mi
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I
I
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Carlsbad First Responder's
Training Facility
City of Carlsbad, California
SITE LOCATION
MAP
Project No.
602852-001
Date 4
Figure 1
«GISWdministrallonWrcGISTemplates\NEW_GDT_SiteLooalK.nMapmxd
602852-001
APPENDIX A
References
Leighton Consulting, Inc., 2008, Geotechnical Update Investigation, Proposed Carlsbad
First Responder's Joint-Use Training Facility, Carlsbad, Califomia Project
No. 602256-001, dated July 24, 2008.
, 2010a, As-Graded Geotechnical Completion Letter for Public Safety
Facility/Shooting Range, Commercial Burn Prop, and Residential Burn
Prop Buildings, First Responders Training Facility, 2560 Orion Way,
Carlsbad, California, Project No. 602852-001, dated August 18, 2010.
, 2010b, As-Graded Report for Rough and Fine Grading, First Responders
Training Facility, 2560 Orion Way, Carlsbad, California, Project No.
602852-001, dated October 22, 2010.
Kimley-Horn and Associates, 2010, Grading and Drainage Plan, Carlsbad First
Responders Training Facility, 2560 Orion Way, Carlsbad, California, Job
No. 1107570, Sheets C-6, dated January 6, 2010.
A-l
602852-001
APPENDIX B
Explanation of Summarv of Field Density Tests
Test No.
Prefix
(none)
•m
Natural Ground
m Original Ground
Existii^ Fill
m Compacted Fill
Slope Face
M Finish Grade
m (S) SEWER
(SD) STORM DRAIN
m (AD) AREA DRAIN
(W) DOMESTIC WATER
m (RC) RECLAIMED WATER
(SB) SUBDRAIN
m (G) GAS
(E) ELECTRICAL
(D TELEPHONE
(J) JOINT UTILITY
•m a) IRRIGATION
•m Bedding Material
Shading Sand
<« Main
Lateral
IMI Crossing
Manhole
Hydrant Lateral
Catch Basin
mm Riser
Inlet
m Fire Service
Water Services
••m Head Wall
•m (RW) RETAINING WALL
(CW) CRIB WALL
m (LW) LOFFELL WALL
M
(SF) STRUCT FOOTING
Footing Bottom
•m Backfill
Test of
GRADING
Test of
Abbreviations
Wall Cell
NG
OG
EF
CF
SF
FG
B
S
M
L
X
MH
HL
CB
R
I
FS
WS
HW
Test No.
Prefix
(SG)
(AB)
(CB)
(PB)
(AC)
Test of
SUBGRADE
AGGREGATE BASE
CEMENT TREATED BASE
PROCESSED BASE
ASPHALT CONCRETE
Curb
Gutter
Curb and Gutter
Cross Gutter
Stt^t
Sidewalk
Driveway
Driveway Approach
Parking Lot
Electric Box Pad
Trash Enclosure
Loading Ramp
Buildir^ Pad
(P)
at)
PRESATURATION
Moisture Content
INTERIOR TRENCH
Sewer Lateral
Storm Dr^
Electric Lme
Test of
Abbreviations
C
G
CG
XG
ST
SW
D
DA
P
EB
TE
LR
BP
M
S
SD
E
N represents nuclear gauge tests diat were performed in general accordance with most recent version of ASTM Test
Methods D6938-08a.
S represents sand cone tests that were performed in general accordance with most recent version of ASTM Test Method D1556.
15A represents fnst retest of Test No. 15
B-1
j I I I I I I I I I ft i ft I t I I
SUMMARY OF FIELD DENSITY TESTS
Test
No.
Test
Date
Test
Of
Test Sou
Type
Dry Density
Field Max
Moisture (%)
Field Opt
Relative (%) Test
No.
Test
Date
Test
Of Lot# Elev (ft)
Sou
Type
Dry Density
Field Max
Moisture (%)
Field Opt ComDactioD
AC 1 1/19/11 ST Orion Way NE of Site 0.0 5 138.9 146.5 0.0 95
AC 2 1/19/11 ST Orion Way NE of Site 0.0 5 139.6 146.5 0.0 95
AC 3 1/19/11 ST Orion Way NE of Site 0.0 5 138.6 146.5 0.0 95
AC 4 1/19/11 ST Orion Way SE of Site 0.0 5 140.5 146.5 0.0 96
AC 5 1/19/11 ST Orion Way SE of Site 0.0 5 139.7 146.5 0.0 95
AC 6 1/19/11 ST Orion Way SE of Site 0.0 5 138.8 146.5 0.0 95
AC 7 1/19/11 ST Orion Way SE of Site 0.0 5 139.8 146.5 0.0 95
AC 8 1/19/11 ST Orion Way SE of Site 0.0 5 138.9 146.5 0.0 95
AC 9 1/19/11 ST Orion Way SW of Site 0.0 5 139.3 146.5 0.0 95
AC 10 1/19/11 ST Orion Way SW of Site 0.0 5 139.9 146.5 0.0 95
AC 11 1/20/11 ST Orion Way SW of Site 0.0 5 140.6 146.5 0.0 96
AC 12 1/20/11 ST Orion Way S End of Site 0.0 5 143.3 146.5 0.0 98
AC 13 1/20/11 ST Orion Way S End of Site 0.0 5 141.3 146.5 0.0 96
AC 14 1/20/11 ST Orioa Street W Side of Site 0.0 5 142.5 146.5 0.0 97
AC 15 1/20/11 ST Orion Street W Side of Site 0.0 5 145.0 146.5 0.0 99
AC 16 1/20/11 ST Orion Street NE of Site 0.0 5 140.8 146.5 0.0 96
AC 17 1/20/11 ST Orion Street NE of Site 0.0 5 141.4 146.5 0.0 97
AC 18 1/20/11 ST Orion Way SE of Site 0.0 5 139.6 146.5 0.0 95
Remarks
Proiect Number:
Proiect Name:
Proiect Location:
Client:
6G2852-001
Carlsbad/JFR
0
0 Paee 1 of 1
2/10/2 8:40:47AM
I I I i I i i I I I I I I I i
SUMMARY OF FIELD DENSITY TESTS
Test Soil Tirv Denjiitv Moisture Relative r%) lest
No.
lesi
Date
lesi
Of Lot# Elev (ft) Type Field Max Field Opt Comoaction Remarks
AB 1 1/19/11 ST Orion Way NE of Site 0.0 4 120.0 121.5 11.5 11.9 99
AB 2 1/19/11 ST Orion Way NE of Site 0.0 4 118.0 121.5 12.0 11.9 97
AB 3 1/19/11 ST Orion Way NE of Site 0.0 4 118.8 121.5 U.9 11.9 98
AB 4 1/19/11 ST Orion Way SW of Site 0.0 4 119.2 121.5 12.6 11.9 98
AB 5 1/19/11 ST Orion Way SW of Site 0.0 4 118.7 121.5 12.0 11.9 98
AB 6 1/19/11 ST Orion Way SW of Site 0.0 4 119.0 121.5 13.8 11.9 98
AB 7 1/19/11 ST Orion Way SW of Site 0.0 4 117.9 121.5 11.8 11.9 97
AB 8 1/19/11 ST Orion Way SW of Site 0.0 4 117.6 121.5 13.3 11.9 97
AB 9 1/19/11 ST Orion Way SW of Site 0.0 4 119.2 121.5 11.3 11.9 98
AB 10 1/19/11 ST Orion Way SW of Site 0.0 4 120.0 121.5 11.0 11.9 99
AB 11 3/11/11 ST West Sewer Manhour in Street 0.0 3 116.3 121.5 13.2 11.0 96
AB 12 6/28/11 ST Water Tie-ins Orion Way 0.0 6 116.3 121.0 12.8 11.8 96
AB 13 6/28/11 ST Water Tie-ins Orion Way 0.0 6 116.7 121.0 13.1 11.8 96
AB 14 6/28/11 ST Water Tie-ins Orion Way 0.0 6 118.1 121.0 12.2 11.8 98
AB 15 10/24/11 DA Fire Station Drive 0.0 3 110.7 121.5 6.8 11.0 91 Retest on 15A
AB 15A 10/25/11 DA Fire Station Drive 0.0 3 116.4 121.5 11.1 11.0 96 Retest of 15
AB 16 10/24/11 DA Fire Station Drive 0.0 3 111.8 121.5 7.9 11.0 92 Retest on 16A
AB 16A 10/25/11 DA Fire Station Drive 0.0 3 116.0 121.5 10.9 11.0 95 Retest of 16
AB 17 2/3/12 D North of Bum BldE 0.0 7 120.2 123.0 12.1 10.5 98
AB 18 2/3/12 D North of Bum Bldg 0.0 7 121.6 123.0 10.0 10.5 99
AB 19 2/3/12 D North of Bum Bide 0.0 7 119.7 123.0 n.2 10.5 97
AB 20 2/3/12 D East of Bum Bldg 0.0 7 119.3 123.0 9.9 10.5 97
AB 21 2/3/12 D NE of Ranee Bldg 0.0 7 120.1 123.0 9.8 10.5 98
AB 22 2/3/12 PL South of Bum Bldg 0.0 7 121.9 123.0 10.2 10.5 99
AB 23 2/3/12 D Soudi of Bum Bldg 0.0 7 120.2 123.0 9.8 10.5 98
AB 24 2/3/12 D East of Bum Bldg 0.0 7 116.8 123.0 9.9 10.5 95
AB 25 2/3/12 TE Nordi of Range Trash Enclosure 0.0 7 117.8 123.0 9.8 10.5 96
AB 26 2/3/12 PL Rai^Bldg Parkine Stalls 0.0 7 119.9 123.0 11.9 10.5 97
AB 27 2/3/12 PL Range Bldg Paridng Stalls 0.0 7 121.7 123.0 9.4 10.5 99
AB 28 2/9/12 PL North Parking Lot 0.0 7 120.8 123.0 8.6 10.5 98
AB 29 2/9/12 PL North Parking Lot 0.0 7 121.3 123.0 9.2 10.5 99
AB 30 2/9/12 PL Norfli Paricing Lot 0.0 7 119.6 123.0 10.8 10.5 97
Proiect Number: 602852-001
PrcMect Name: Carisbad/JFR
Proiect Location: 0
Client: 0 Paee 1 of3
5/29/2 7:01:03AM
IlllllllftlllllftI
SUMMARY OF FIELD DENSITY TESTS
Test Test Test Location Test Soil Dry Density Moisture (%) Relative (Vo)
No. Date Of Lot# Elevfft) Type Field Max Field Opt Comoaction Remarks
AB 31 2/9/12 PL North Parking Lot 0.0 7 121.0 123.0 9.2 10.5 98
AB 32 2/9/12 PL North Parking Lot 0.0 7 119.9 123.0 9.9 10.5 97
AB 33 2/9/12 PL North Parking Lot 0.0 7 120.6 123.0 11.2 10.5 98
AB 34 2/9/12 PL North Parking Lot 0.0 7 122.4 123.0 11.1 10.5 100
AB 35 2/9/12 PL North Parking Lot 0.0 7 121.2 123.0 7.8 10.5 99
AB 36 2/9/12 PL North Parking Lot 0.0 7 116.7 123.0 8.9 10.5 95
AB 37 2/9/12 D Northeast of Site 0.0 7 116.5 123.0 10.2 10.5 95
AB 38 2/9/12 D Northeast of Site 0.0 7 122.8 123.0 7.3 10.5 100
AB 39 2/9/12 D Northeast of Site 0.0 7 121.0 123.0 8.4 10.5 98
AB 40 2/9/12 D Northeast of Site 0.0 7 120.1 123.0 9.2 10.5 98
AB 41 2/9/12 D East side of site 0.0 7 121.1 123.0 13.4 10.5 98
AB 42 2/9/12 D East side of site 0.0 7 121.5 123.0 11.8 10.5 99
AB 43 2/9/12 D Adi Bum Bldg & Tank 0.0 7 122.2 123.0 10.7 10.5 99
AB 44 2/9/12 D Adi Bum Bldg & Tank 0.0 7 120.4 123.0 9.7 10.5 98
AB 45 2/9/12 D Adi Bum Bldg & Tank 0.0 7 121.6 123.0 11.0 10.5 99
AB 46 2/9/12 D Adi Bum Bldg & Tank 0.0 7 116.8 123.0 11.5 10.5 95
AB 47 2/17/12 D North of Range Bldg 0.0 7 120.5 123.0 9.2 10.5 98
AB 48 2/17/12 D North of Range Bldg 0.0 7 120.3 123.0 11.2 10.5 98
AB 49 2/17/12 D North of Range Bldg 0.0 7 119.6 123.0 12.0 10.5 97
AB 50 2/17/12 D North of Range Bldg 0.0 7 117.3 123.0 12.4 10.5 . 95
AB 51 2/17/12 D North of Range Bldg 0.0 7 121.7 123.0 11.0 10.5 99
AB 52 2/17/12 D North of Range Bldg 0.0 7 121.1 123.0 10.6 10.5 98
AB 53 2/17/12 D North of Range Bldg 0.0 7 121.3 123.0 10.8 10.5 99
AB 54 2/17/12 D NE of Range Bldg 0.0 7 108.8 123.0 11.3 10.5 88 Retest on 54A
AB 54A 2/20/12 D NE of Range Bldg 0.0 7 120.6 123.0 10.6 10.5 98 Retest of 54
AB 55 2/20/12 D NE of Range Bldg 0.0 7 110.8 123.0 11.3 10.5 90 Retest on 55A
AB 55A 2/20/12 D NE of Range Bldg 0.0 7 117.6 123.0 10.9 10.5 96 Retest of 55
AB 56 2/20/12 D N of Range Bldg 0.0 7 117.8 123.0 10.7 10.5 96
AB 57 2/20/12 D N of Range Bldg 0.0 7 119.8 123.0 11.0 10.5 97
AB 58 2/20/12 D N of Ranee Bldg 0.0 7 118.2 123.0 11.5 10.5 96
AB 60 3/9/12 D Site Entry 0.0 7 116.5 123.0 12.0 10.5 95
AB 61 3/9/12 D Site Entry 0.0 7 117.4 123.0 12.0 10.5 95
Proiect Number: 602852-001
Proiect Name: Carlsbad/JFR
Proiect Location: 0
Client: 0 Paee 2 of3
5/29/2 7:01:03AM
k i ft! II ki kl ftl 11 ftl ftl ftl kl II II li I I
SUMMARY OF FIELD DENSITY TESTS
Test
No,
Test
Date
Test
Of
Location
Lot#
Test
Elev (ft)
SoU
Type
Dry Density
Field Max
Moisture (%)
Field Opt
Relative (%)
Comoaction Remarks
AB 62 3/9/12 D Site Entry 0.0 7 119.7 123.0 13.9 10.5 97
AB 63 3/9/12 D Site Entry 0.0 7 116.6 123.0 11.6 10.5 95
AB 64 3/9/12 PL Site Entry 0.0 7 119.7 123.0 11.6 10.5 97
AB 65 3/9/12 D Site Entry 0.0 7 121.9 123.0 11.4 10.5 99
AB 66 3/9/1-2 D Site Entry 0.0 7 118.5 123.0 13.3 10.5 96
Proiect Number:
Proiect Name:
Proiect Location:
Client:
602852-001
Carlsbad/JFR
0
0 Pace 3 of3
5/29/2 7:01:03AM
ftl ftl fc J k I k i i I I k I ftl ftl k i
SUMMARY OF FIELD DENSITY TESTS
Test Test Test Location Test Soil Dry Density Moisture (%) Relative (%)
No. Date Of Lot# Elevfft) Type Field Max Field Opt Comoaction Remarks
SG 1 1/10/11 ST Orion Way SW of Site 0.0 1 123.5 128.5 12.4 9.0 96
SG 2 1/18/11 ST Orion Way SW of Site 0.0 1 125.2 128.5 8.2 9.0 97
SG 3 1/18/11 ST Orion Way NE of Site 0.0 1 123.0 128.5 9.9 9.0 96
SG 4 1/18/11 ST Orion Way SW of Site 0.0 1 123.4 128.5 9.0 9.0 96
SG 5 1/18/11 ST Orion Way SW of Site 0.0 1 123.9 128.5 10.0 9.0 96
SG 6 1/18/11 ST Orion Way SW of Site 0.0 1 125.1 128.5 10.6 9.0 97
SG 7 1/18/11 ST Orion Way SW of Site 0.0 1 122.4 128.5 11.2 9.0 95
SG 8 1/18/11 ST Orion Street 0.0 1 122.1 128.5 8.5 9.0 95
SG 9 1/19/11 ST Orion Way 0.0 1 125.6 128.5 7.5 9.0 98
SG 10 12/28/12 PL N of Ranee Bide 0.0 2 119.8 130.0 8.0 8.2 92 Retest on lOA
SG lOA 12/28/12 PL N of Range Bldg 0.0 2 123.1 130.0 7.5 8.2 95 Retest of 10
SG 11 12/28/12 PL N of Range Bide 0.0 2 122.2 130.0 9.4 8.2 94 Retest on HA
SG UA 12/28/12 PL N of Range Bide 0.0 2 128.0 130.0 9.3 8.2 98 Retest of 11
SG 12 12/28/12 PL N of Range Bldg 0.0 2 121.9 130.0 8.4 8.2 94 Retest on 12A
SG 12A 12/28/12 PL N of Range Bldg 0.0 2 124.8 130.0 8.4 8.2 96 Retest of 12
SG 13 12/28/11 PL N of Range Bldg 0.0 2 120.4 130.0 7.7 8.2 93 Retest on 13A
SG 13A 12/28/11 PL N of Range Bldg 0.0 2 123.5 130.0 7.5 8.2 95 Retest of 13
SG 14 12/28/11 C W of Res Prop Bldg 0.0 2 123.5 130.0 7.8 8.2 95
SG 15 12/28/11 PL N of Res Prop Bldg 0.0 2 127.9 130.0 8.0 8.2 98
SG 16 12/28/11 C NE of Res Prop Big 0.0 2 127.7 130.0 8.3 8.2 98
SG 17 12/28/11 C E of Res Prop Big 0.0 2 125.8 130.0 7.5 8.2 97
SG 18 12/28/11 C N of Commercial Prop Bldg 0.0 2 125.5 130.0 7.9 8.2 97
SG 19 12/28/11 PL N of Commercial Prop Bldg 0.0 2 123.7 130.0 9.8 8.2 95
SG 20 12/28/11 C NE of Commercial Prop Bldg 0.0 2 126.8 130.0 9.1 8.2 98
SG 21 12/28/11 PL E of Commercial Prop Bldg 0.0 2 126.7 130.0 9.5 8.2 97
SG 22 12/28/11 PL S of Commercial Prop Bldg 0.0 2 125.6 130.0 7.8 8.2 97
SG 23 12/28/11 C NW of Range Big 0.0 2 123.6 130.0 8.7 8.2 95
SG 24 12/28/11 C NofRes Prop Big 0.0 2 127.1 130.0 7.5 8.2 98
SG 25 12/28/11 C E of Comm Prop Big 0.0 2 124.1 130.0 9.3 8.2 95
SG 26 12/28/11 C WofComm Prop Big 0.0 1 121.9 128.5 9.4 9.0 95
SG 27 12/29/11 PA Paver Area NE of Range 0.0 2 123.9 130.0 8.4 8.2 95
SG 28 12/29/11 PA Paver Area NE of Range 0.0 2 126.3 130.0 8.2 8.2 97
Proiect Number:
Proiect Name:
Proiect Location:
Client:
602852-001
Carlsbad/JFR
0
0 Paee 1 of2
5/29/2 7:11:34AM
ft I ft I k I kl ftl fti ftl ftl ft I
SUMMARY OF FIELD DENSITY TESTS
Test Test Test Location Test Soil Dry Density Moisture (%) Relative f %")
No. Date Of Lot# Elev (ft) Type Field Max Field Opt Comoaction Remarks
SG 29 12/29/11 PA Paver Area NE of Rai^e 0.0 2 125.9 130.0 8.7 8.2 97
SG 30 12/29/11 PA E of Comm Prop Big 0.0 2 125.6 130.0 7.3 8.2 97
SG 31 1/3/12 C N of Res Prop Big 0.0 2 128.2 130.0 8.1 8.2 99
SG 32 1/3/12 PL NE of Res Prop Big 0.0 2 123.5 130.0 9.2 8.2 95
SG 33 1/3/12 PL NE of Range Bide 0.0 2 127.4 130.0 9.0 8.2 98
SG 34 1/3/12 PL S of Comm Prop Ble 0.0 2 126.7 130.0 7.9 8.2 97
SG 35 1/3/12 PL WofComm Prop Big 0.0 2 127.7 130.0 8.0 8.2 98
SG 36 1/3/12 C NE of Ranee Big 0.0 1 122.6 128.5 10.3 9.0 95
SG 37 1/5/12 PL Site Entry 0.0 2 124.5 130.0 9.0 8.2 96
SG 38 1/5/12 PL Site Entry 0.0 2 124.8 130.0 8.8 8.2 96
SG 39 1/5/12 PL Site Entry 0.0 2 126.0 130.0 9.0 8.2 97
SG 40 1/5/12 C Site Entry 0.0 1 121.6 128.5 8.4 9.0 95
SG 41 1/11/12 PA NE of Ranee Big 0.0 1 121.8 128.5 9.3 9.0 95
SG 42 1/11/12 PA NE of Range Big 0.0 1 122.3 128.5 8.4 9.0 95
SG 43 1/11/12 PA NE of Range Big 0.0 2 127.4 130.0 6.8 8.2 98
SG 44 1/11/12 PL RaiM^e Big Covered Parking 0.0 2 127.1 130.0 7.9 8.2 98
SG 45 1/11/12 PL Rai^e Big Covra-ed Parking 0.0 2 127.8 130.0 7.8 8.2 98
SG 46 1/11/12 PL NE of Comm Prop Big 0.0 2 126.2 130.0 9.0 8.2 97
SG 47 1/11/12 PL N of Range Big 0.0 2 126.0 130.0 8.2 8.2 97
SG 48 1/20/12 PL N of Range Big 0.0 2 109.4 130.0 7.5 8.2 84 Retest on 48A
SG 48A 1/20/12 PL N of Range Big 0.0 2 123.6 130.0 7.8 8.2 95 Retest of 48
SG 49 1/20/12 ST SEofRes Big 0.0 1 123.0 128.5 8.3 9.0 96
SG 50 1/20/12 C NSide of Site 0.0 2 124.6 130.0 8.5 8.2 96
SG 51 1/20/12 C N Side of Site 0.0 2 126.0 130.0 10.7 8.2 97
SG 52 1/20/12 C NW Side of Site 0.0 1 118.0 128.5 13.6 9.0 92 Retest on 52A
SG 52A 1/20/12 C NW Side of Site 0.0 1 122.8 128.5 8.5 9.0 96 Retest of 52
SG 53 1/20/12 C NorA Parkine Lot 0.0 2 126.4 130.0 10.4 8.2 97
SG 54 1/20/12 PL North Site Parking Entry Lot 0.0 2 128.3 130.0 7.4 8.2 99
SG 55 2/17/12 C North Site Parkine Entry Lot 0.0 2 126.4 130.0 0.2 8.2 97
SG 56 2/17/12 C North Site Parkine Eatry Lot 0.0 2 127.2 130.0 8.6 8.2 98
Proiect Number: 602852-001
Proiect Name: Carisbad/JFR
Proiect Location : 0
Client: 0 Paee 2 of2
5/29/2 7:11:35AM
Ik t
SUMMARY OF FIELD DENSITY TESTS
Test
No.
Test
Date
Test
Of
Location
Lot#
Test Soil Dry Density Moisture (%) Relative (%)
Elev (ft) Tvpe Field Max Field Opt. Compaction Remarks
w 1 10/15/10 M Fire Line N Site Station 2+30 350.0 2 117.6 130.0 10.5 8.2 90
w 2 10/15/10 M Fire Line N Site Station 2+00 351.0 1 115.3 128.5 10.6 9.0 90
w 3 10/15/10 M Fire Line N Site Station 1+50 352.0 1 123.7 128.5 8.6 9.0 96
w 4 10/15/10 M Fire Line N Site Station 1+14 353.0 1 113.8 128.5 12.5 9.0 89
w 4A 10/15/10 M Fire Line N Site Station 1+14 353.0 1 121.3 128.5 10.3 9.0 94
w 5 10/15/10 M Fire Line N Site Station 0+92 350.0 1 120.4 128.5 9.6 9.0 94
w 6 10/15/10 M Fire Line N Site Station 0+70 352.0 1 116.6 128.5 10.0 9.0 91
w 7 10/15/10 M Fire Line N Site Station 0+84 355.0 1 118.5 128.5 9.2 9.0 92
w 8 10/15/10 M Fire Line N Site Station 0+55 352.0 1 117.8 128.5 10.1 9.0 92
w 9 10/15/10 M Fire Line N Site Station 0+60 355.0 1 123.8 128.5 8.9 9.0 96
w 10 10/27/10 M Fire Line N Site Station 3+20 346.0 1 117.5 128.5 11.7 9.0 91
w 11 10/27/10 M Fire Line N Site Station 2+95 350.0 1 117.1 128.5 10.8 9.0 91
w 12 10/28/10 M Fire Line NW Site Station 3+70 346.0 1 116.0 128.5 11.0 9.0 90
w 13 10/28/10 M Fire Line NW Site Station 3+50 348.5 1 119.3 128.5 12.0 9.0 93
w 14 11/22/10 M Fire Line A Station 0+75 356.0 1 116.4 128.5 14.3 9.0 91
w 15 11/22/10 M Fire Line A Station 1+15 350.0 1 121.0 128.5 13.7 9.0 94
w 16 1/10/11 M Orion Way 339.0 1 115.6 128.5 13.7 9.0 90
w 17 1/10/11 M Orion Street 340.0 1 115.3 128.5 13.4 9.0 90
w 18 1/10/11 M Orion Street 340.0 1 115.6 128.5 14.1 9.0 90
w 19 mom M Orion Street 341.0 1 115.9 128.5 13.8 9.0 90
w 20 1/10/11 M Orion Street 341.0 1 116.4 128.5 15.6 9.0 91
w 21 1/11/11 M Orion Street 340.0 1 117.6 128.5 12.9 9.0 92
w 22 1/11/11 M Orion Way Tie-in 341.0 1 118.6 128.5 12.7 9.0 92
w 23 1/11/11 M Orion Way Tie-in 342.0 1 116.4 128.5 13.2 9.0 91
w 24 mini M Orion Way Tie-in 342.0 1 118.7 128.5 11.8 9.0 92
w 25 1/18/11 M Orion Way NE End of Site 362.0 1 122.6 128.5 11.6 9.0 95
w 26 1/18/11 M Orion Way NE of Site 361.0 1 119.5 128.5 11.3 9.0 93
w 27 1/25/11 M Fire Line A 351.0 1 117.5 128.5 10.2 9.0 91
w 28 1/31/11 M Fire Lme A W Site 349.0 1 118.1 128.5 12.6 9.0 92
w 29 1/31/11 M Fire Line A W Site 348.0 1 119.6 128.5 11.5 9.0 93
w 30 1/31/11 M Fire Line A W Site 345.0 1 117.4 128.5 10.9 9.0 91
w 31 2/1/11 M Fire Line A W Site 344.0 1 121.9 128.5 11.8 9.0 95
Retest on 4 A
Retest of 4
Proiect Number:
Proiect Name:
Proiect Location:
Client:
602852-001
Carisbad/JFR
0
0 Paee 1 of2
5/29/2 7:01:41AM
k I I k I & I I i i 1 k I I I k I k I ft I k I I i
SUMMARY OF FIELD DENSITY TESTS
Test Test Test —Location —' Test Soil Dry Density Moisture (%) Relative (%)
No. Date Of Lot# Elev (ft) Tvpe Field Max Field Opt Comoaction Remarks
W 32 2/1/11 M Fire Line A W Site 345.0 1 110.6 128.5 12.2 9.0 86 Retest on 32A
W 32A 2/1/U M Fire Line A W Site 344.0 1 121.8 128.5 11.8 9.0 95 Retest of 32
W 33 2/1/11 M Fire Line A W Site 346.0 1 117.0 128.5 12.8 9.0 91
W 34 2/7/11 M Water North Side Station 0+57 355.0 2 116.8 130.0 8.8 8.2 90
W 35 2/7/11 M Water North Side Station 0+50 357.0 2 120.4 130.0 9.3 8.2 93
W 36 2/7/11 M Water Station 0+45 358.0 2 119.3 130.0 11.3 8.2 92
W 37 2/8/11 M Water Station 0+42 357.0 2 122.6 130.0 8.9 8.2 94
W 38 2/11/11 M FS W Side Bldg 3 348.0 2 116.7 130.0 10.4 8.2 90
W 39 2/11/11 M FS W Side Bldg 3 345.0 2 118.2 130.0 11.3 8.2 91
W 40 2/14/11 M FS W Side Bldg 5 344.0 2 116.7 130.0 9.6 8.2 90
W 41 2/14/11 M FS W Side Bldg 5 346.0 2 117.2 130.0 10.1 8.2 90
W 42 2/14/11 M FS W Side Bldg 5 343.0 2 118.4 130.0 9.1 8.2 91
W 43 4/27/11 M Water Connect Area Main 348.0 2 121.2 130.0 9.2 8.2 93
W 44 4/27/11 M Water Connect Area Main 349.0 2 123.3 130.0 9.6 8.2 95
W 45 4/27/11 M Water Connect Area Main 350.0 2 125.4 130.0 9.9 8.2 96
W 46 5/12/11 M West Side Commercial Bldg 352.6 2 120.7 130.0 9.3 8.2 93
W 47 5/12/11 M West Side Commercial Bldg 353.0 2 123.5 130.0 9.5 8.2 95
W 48 5/12/11 M North Side Bldg S 353.6 2 119.2 130.0 8.9 8.2 92
W 49 5/12/11 M North Side Bldg S 354.0 2 117.2 130.0 9.7 8.2 90
W 50 5/12/11 M North Side Bldg S 353.0 2 118.0 130.0 9.1 8.2 91
W 51 5/12/11 M North Side Bldg S 353.6 2 119.3 130.0 8.9 8.2 92
W 52 5/13/11 M West Side Bldg S 354.0 2 121.6 130.0 9.7 8.2 94
W 53 5/13/11 M West Side Bldg S 354.0 2 118.4 130.0 9.2 8.2 91
W 54 5/13/11 M Slope West Side 352.0 2 116.9 130.0 9.9 8.2 90
W 55 6/21/11 M Orion Way St Tie-in 542.6 1 125.7 128.5 9.9 9.0 98
W 56 6/21/11 M Orion Way Street Tie-in Off Site 0.0 1 121.9 128.5 10.4 9.0 95
W 57 6/22/11 M Orion Way Street NE Side Off Site 0.0 2 123.8 130.0 9.1 8.2 95
W 58 6/28/11 M Orion Way Street West Side Off Site 0.0 2 127.2 130.0 10.3 8.2 98
W 59 1/17/12 M East Side of Commercial Bum Big 0.0 2 123.6 130.0 10.1 8.2 95
W 60 1/20/12 M East Side of Cominercial Bum Big 353.0 1 118.2 128.5 10.2 9.0 92
Proiect Number: 602852-001
Prmect Name: Carisbad/JFR
Proiect Location: 0
Client: 0 Paee 2 of2
5/29/2 7:01:41AM
I J I i I I I II ftl ftl ftl
SUMMARY OF FIELD DENSITY TESTS
Test
No.
Test
Date
Test
Of
Location Test Soil
Lot# Elevfft) Type
Dry Density
Field Max
Moisture (%)
Field Opt
Relative (%)
Compaction Remarks
SD 1 9/7/10 M Run 8 CFS Station 1+93 348.5 2 114.1 130.0 10.0 8.2 88 Retest on 1A
SD lA 9/7/10 M Run 8 CFS Station 1+94 348.5 2 119.2 130.0 10.4 8.2 92 Retest of 1
SD 2 9/7/10 M Run 8 CFS Station 2+16 350.0 2 121.5 130.0 9.3 8.2 93
SD 3 9/7/10 M Run 8 CFS Station 1+66 348.5 2 120.7 130.0 108 8.2 93
SD 4 9/7/10 M Run 8 CFS Station 1+18 348.0 2 119.8 130.0 11.2 8.2 92
SD 5 9/7/10 M Run 8 CFS Station 0+85 349.0 2 117.3 130.0 11.4 8.2 90 Retest on 5A
SD 5A 9/7/10 M Run 8 CFS Station 0+87 349.0 2 119.8 130.0 11.1 8.2 92 Retest of 5
SD 6 9/13/10 MH W Side Res Pad Station 2+83 350.0 2 110.3 130.0 11.7 8.2 85 Retest on 6A
SD 6A 9/13/10 MH W Side Res Pad Station 2+83 350.0 2 118.1 130.0 10.4 8.2 91 Retest of 6
SD 7 9/13/10 MH W Side Res Pad Station 2+78 353.0 2 114.3 130.0 9.7 8.2 88 Retest on 7A
SD 7A 9/13/10 MH W Side Res Pad Station 2+78 353.0 2 123.2 130.0 9.0 8.2 95 Retest of 7
SD 8 9/13/10 MH W Side Res Pad Station 2+78 355.0 2 U6.8 130.0 9.2 8.2 90
SD 9 9/13/10 M Line 11 354.0 2 117.4 130.0 10.5 8.2 90
SD 10 9/13/10 M W Side of Res Pad Station 2+41 350.0 2 U6.7 130.0 9.4 8.2 90
SD 11 9/13/10 M WSide of Res Pad Station 2+50 352.6 2 117.1 130.0 9.3 8.2 90
SD 12 9/13/10 M W Side of Res Pad Station 21+45 354.0 2 118.3 130.0 10.1 8.2 91
SD 13 9/13/10 M WSide of Res Pad Station 0+52 345.0 1 117.5 128.5 11.2 9.0 91
SD 14 9/13/10 M WSide of Res Pad Station 0+41 343.0 1 115.4 128.5 10.8 9.0 90
SD 15 9/13/10 M WSide of Res Pad Station 0+46 345.0 1 116.2 128.5 10.5 9.0 90
SD 16 9/13/10 M WSide of Res Pad Station 0+31 343.0 1 115.6 128.5 10.3 9.0 90
SD 17 9/13/10 M Line 9 353.6 2 116.9 130.0 10.6 8.2 90
SD 18 9/13/10 M Line 12 354.0 2 117.2 1300 11.3 8.2 90
SD 19 9/16/10 M Line 5 346.5 1 112.2 128.5 9.1 9.0 87 Retest on 19A
SD 19A 9/16/10 M Line 5 346.5 1 115.7 128.5 10.7 9.0 90 Retest of 19
SD 20 9/16/10 M Line 5 348.0 1 119.2 128.5 10.4 9.0 93
SD 21 9/16/10 M Line 5 347.0 I 115.8 128.5 10.9 9.0 90
SD 22 9/28/10 M Line 14 354.6 2 117.8 130.0 10.3 8.2 91
SD 23 9/28/10 M Lme 15 354.0 2 116.8 130.0 9.7 8.2 90
SD 24 9/28/10 M Subdrainto Residental Bldg 353.0 2 120.7 130.0 10.5 8.2 93
SD 25 9/28/10 M Line 16 353.6 2 112.3 130.0 12.4 8.2 86 Retest on 25A
SD 25A 9/28/10 M Line 16 353.6 2 116.9 130.0 11.9 8.2 90 Retest of 25
SD 26 9/28/10 MH NE Side of Res Bldg Pad 354.0 2 116.6 13O0 12.4 8.2 90
Proiect Number
Proiect Nama:
Proiect Location:
Client:
602852-001
Carisbad/JFR
0
0 Paee 1 of3 4
5/29/2 7:01:23AM
k I ft J t i i I i I i t k J ft i I k I I I k I
SUMMARY OF FIELD DENSITY TESTS
Tost T»«t Test Soil Drv Densitv Moisture (%^ Relative (%)
test
No.
lesi
Date
1 CSl
Of Lot# Elev (ft) Type Field Max Field Opt ComoactioD Remarks
SD 27 9/28/10 L NE Side of Res Bldg Pad 353.0 2 119.8 130.0 11.2 8.2 92
SD 28 9/28/10 M DWT LET to BMP 350.0 1 112.4 128.5 108 9.0 87 Retest on 28A
SD 28A 9/28/10 M DWT LET to BMP 35O0 1 115.9 128.5 11.2 9.0 90 Retest of 28
SD 29 10/28/10 AD W of Commercial Property Bldg 353.0 2 117.7 130.0 11.1 8.2 91
SD 30 10/28/10 AD W of Ommercial Property Bldg 355.0 2 121.6 130.0 10.3 8.2 94
SD 31 12/3/10 B Draft Irrigation Tank 347.0 1 115.3 128.5 11.8 9.0 90
SD 32 12/3/10 B Draft Irrigation Tank 347.0 1 115.9 128.5 13.2 9.0 90
SD 33 12/3/10 B Draft Irrigation Tank 347.0 1 117.1 128.5 12.0 9.0 91
SD 34 12/3/10 B Draft Irrigation Tank 346.0 1 115.5 128.5 9.9 9.0 90
SD 35 12/6/10 B Draft Irrigation Tank 349.0 1 115.8 128.5 12.0 9.0 90
SD 36 12/6/10 B Draft Irrigation Tank 350.0 1 119.0 128.5 11.7 9.0 93
SD 37 12/6/10 B Draft Irrigation Tank 351.0 1 117.6 128.5 12.3 9.0 92
SD 38 12/7/10 M Line G 353.0 2 120.7 130.0 101 8.2 93
SD 39 12/7/10 B Draft Irrigation Tank 352.0 1 115.1 128.5 10.5 9.0 90
SD 40 12/7/10 B Draft Irrigation Tank 254.0 1 117.4 128.5 11.2 9.0 91
SD 41 12/7/10 B Draft Irrigation Tank 350.0 2 119.4 130.0 9.6 8.2 92
SD 42 12/7/10 B Draft Irrigation Tank 350.0 1 117.6 128.5 12.6 9.0 92
SD 43 12/8/10 B Draft Irrigation Tank 349.0 2 120.2 130.0 9.5 8.2 92
SD 44 12/8/10 B Draft Irrigation Tank 351.0 2 117.9 130.0 11.3 8.2 91
SD 45 12/8/10 B Draft Irrigation Tank 353.0 2 117.0 13O0 11.0 8.2 90
SD 46 12/8/10 B Draft hrigadon Tank 352.0 2 121.5 130.0 10.0 8.2 93
SD 47 12/8/10 B Draft Irrigation Tank 354.0 2 119.5 130.0 9.8 8.2 92
SD 48 12/8/10 B Draft Irrigation Tank 349.0 2 118.4 130.0 11.6 8.2 91
SD 49 12/8/10 B Draft Irrigation Tank 351.0 2 119.8 130.0 11.1 8.2 92
SD 50 12/8/10 B Draft Irrigation Tank 353.0 2 118.6 130.0 12.3 8.2 91
SD 51 12/8/10 B Draft Irrigation Tank 347.0 2 118.6 130.0 10.6 8.2 91
SD 52 12/8/10 B Draft Irrieation Tank 351.0 2 119.0 130.0 10.4 8.2 92
SD 53 12/8/10 B Draft Irrigation Tank 350.0 2 109.3 130.0 12.9 8.2 84 Retest on 53A
SD 53A 12/8/10 B Draft Irrieation Tank 350.0 2 117.4 130.0 11.6 8.2 90 Retest of 53
SD 54 12/8/10 B Draft Irrigation Tank 353.0 2 117.4 130.0 10.3 8.2 90
SD 55 12/15/10 B Draft Irrigation Tank 351.5 2 114.7 130.0 11.2 8.2 88 Retest on 55A
SD 55A 12/15/10 B Draft Irrigation Tank 351.5 2 119.2 130.0 10.8 8.2 92 Retest of 55
Proiect Number: 602852-001
Proiect Name: Carisbad/JFR
Proiect Location: 0
Client: 0 Paee2 of3
5/29/2 7:01:23AM
ft I I f k I I k i I I i t i
SUMMARY OF FIELD DENSITY TESTS
Test
No.
Test
Date
Test
Of
Location
Lot#
Test
Elev (ft)
Sou
Type
Dry Density
Field Max
Moisture f %)
Field Opt
Relative (%)
Compaction Remarks
SD 56 12/15/10 B Draft brigation Tank 353.0 2 119.1 130.0 9.9 8.2 92
SD 57 1/25/11 B Draft Irrig Tank 351.0 1 119.3 128.5 10.3 9.0 93
SD 58 11/23/11 M Area Drain Bet Res & Comm 349.0 1 119.5 128.5 8.9 9.0 93
SD 59 11/23/11 M Area Drain Bet Res & Comm 350.0 1 118.1 128.5 9.4 9.0 92
SD 60 11/28/11 M Area Drain Bet Res & Comm 349.0 1 118.7 128.5 101 9.0 92
SD 61 11/28/11 M Area Drain Bet Res & Comm 353.0 1 119.2 128.5 10.0 9.0 93
SD 62 11/29/11 M Area Drain Bet Res & Comm 351.0 1 119.0 128.5 9.2 9.0 93
SD 63 12/6/11 CO W of Prop Bide 350.0 2 119.5 130.0 9.8 8.2 92
SD 64 12/6/11 CO W of Prop Bide 351.0 2 122.9 130.0 10.0 8.2 95
SD 65 12/6/11 CO W of Prop Bldg 353.0 2 121.3 130.0 9.7 8.2 93
SD 66 12/6/11 M W of Prop Bldg 352.0 2 121.3 130.0 9.2 8.2 93
Proiect Number:
Proiect Name:
Proiect Location:
Client:
602852-001
Carisbad/JFR
0
0 Paee 3 of3
5/29/2 7:01:23AM
I i I i I k I k I I i
SUMMARY OF FIELD DENSITY TESTS
Test Test Test Location Test Sou Dry Density Moisture (%) Relative (%)
No. Date Of Lot# Elev(ft> Tvoe Field Max Field Opt Comoaction Remarks
RW 1 12/13/10 B Range Bldg Wall 353.0 2 121.0 130.0 11.7 8.2 93
RW 2 12/13/10 B Range Bldg Wall 351.0 2 122.6 130.0 9.9 8.2 94
RW 3 12/13/10 B Range Bldg WaU 353.0 2 120.6 130.0 10.6 8.2 93
RW 4 12/13/10 B Range Bldg Wall 349.0 2 118.0 130.0 12.3 8.2 91
RW 5 12/13/10 B Range Bldg Wall 351.0 2 119.3 130.0 11.4 8.2 92
RW 6 12/13/10 B Range Bide Wall 348.0 2 117.9 130.0 13.2 8.2 91
RW 7 12/13/10 B Range Bldg Wall 351.0 2 118.8 130.0 12.3 8.2 91
RW 8 12/13/10 B Range Bldg Wall 350.0 2 120.3 130.0 12.0 8.2 93
RW 9 12/13/10 B Range Bldg Wall 347.0 2 120.4 130.0 10.5 8.2 93
RW 10 12/13/10 B Range Bldg Wall 349.0 2 120.6 130.0 11.0 8.2 93
RW 11 12/13/10 B Range Bide Wall 347.0 2 119.3 130.0 12.3 8.2 92
RW 12 12/14/10 B Range Bide Wall 349.0 2 124.4 130.0 11.1 8.2 96
RW 13 12/14/10 B Range Bldg Wall 351.0 2 122.7 130.0 10.4 8.2 94
RW 14 12/14/10 B Range Bide Wall 352.0 2 118.3 130.0 10.4 82 91
RW 15 12/14/10 B Range Bldg Wall 354.0 2 126.7 130.0 9.6 8.2 97
RW 16 12/14/10 B Range Bldg Wall 347.0 1 122.1 128.5 12.0 9.0 95
RW 17 12/14/iO B Range Bldg Wall 349.0 1 117.7 128.5 11.1 9.0 92
RW 18 12/14/10 B Range Bldg Wall 351.0 2 118.1 130.0 10.4 8.2 91
RW 19 12/14/10 B Range Bldg WaU 353.0 2 120.6 130.0 9.7 8.2 93
RW 20 12/14/10 B Ranee Bldg Wall 348.0 2 112.1 130.0 11.0 8.2 86 Retest on 20A
RW 20A 12/14/10 B Ranee Bldg WaU 348.0 2 116.8 130.0 12.2 8.2 90 Retest of 20
RW 21 12/14/10 B Range Bldg Wall 350.0 2 119.6 130.0 11.3 8.2 92
RW 22 12/14/10 B Range Bldg WaU 350.0 2 119.0 130.0 9.2 8.2 92
RW 23 12/14/10 B Range Bldg WaU 348.0 1 115.8 128.5 11.1 9.0 90
RW 24 12/14/10 B Range Bldg WaU 352.0 2 114.4 130.0 12.7 8.2 88 Retest on 24A
RW 24A 12/14/10 B Range Bldg WaU 352.0 2 119.6 130.0 11.2 8.2 92 Retest of 24
RW 25 12/14/10 B Range Bldg WaU 351.0 2 117.9 130.0 11.3 8.2 91
RW 26 12/15/10 B Range Bldg WaU 353.0 2 117.0 130.0 8.4 8.2 90
RW 27 12/15/10 B Range Bldg WaU 351.0 2 119.2 130.0 12.1 8.2 92
RW 28 12/15/10 B Ranee Bide WaU 354.0 2 118.8 130.0 10.0 8.2 91
RW 29 1/24/11 B SE Range Bldg 352.0 1 120.8 128.5 8.7 9.0 94
RW 30 1/31/11 B SW Wall Range Bldg 351.0 1 117.2 128.5 12.7 9.0 91
Proiect Number: 602852-001
Proiect Name: Carisbad/JFR
Proiect Location: 0
Client: 0 Paee 1 of2
7/29/2 2:41:07PM
SUMMARY OF FIELD DENSITY TESTS
Test Test
Date
Test
Of
Location Test
Lot# Elev (ft)
SoU
Type
Dry Density
Field Max
Moisture (%)
Field Opt
Relative f %)
Compaction Remarks
RW 31 2/1/11 B SW WaU Range Bldg 352.0 1 1208 128.5 lOl 9.0 94
RW 32 2/1/11 B SW WaU Range Bldg 353.0 1 122.3 128.5 lOl 9.0 95
RW 33 2/1/11 B SW Wall Range Bldg 0.0 1 122.0 128.5 11.3 9.0 95
RW 34 2/1/11 B SW WaU Range Bldg 352.0 1 119.8 128.5 11.3 9.0 93
RW 35 2/8/11 B SW Stair Area Bklgs 350.0 2 123.2 130.0 7.8 8.2 95
RW 36 2/8/11 B SW Stair Area BMgs 352.0 2 117.3 130.0 8.8 8.2 90
RW 37 2/10/11 B SW Stair Area Bldgs 354.0 2 121.8 130.0 9.3 8.2 94
RW 38 2/10/11 B SW Stair Area Bldgs 355.0 2 122.3 130.0 9.8 8.2 94
RW 39 2/11/11 B Lower Stair WeU Big 348.0 2 120.4 130.0 10.3 8.2 93
RW 40 2/14/11 B Lower Stair Well Big 352.0 2 121.2 130.0 9.6 8.2 93
RW 41 2/14/11 B Lower Stair WeU Big 353.0 2 121.8 130.0 10.6 8.2 94
RW 42 2/14/11 B Lower Stair WeU Big 354.0 2 123.8 130.0 9.4 8.2 95
RW 43 2/14/11 B Lower Stan WeU Big 350.0 2 118.0 130.0 11.6 8.2 91
RW 44 2/14/11 B Lobby Footing 354.0 2 122.3 130.0 9.6 8.2 94
Proiect Number:
Proiect Name:
Proiect Location:
Client:
602852-001
Ca-lsbad/JFR
0
0 Paee 2 of2
7/29/2 2:41:07PM
fe I k a k i ft I
SUMMARY OF FIELD DENSITY TESTS
Test Test Test Location Test Sou Dry Density Moisture (%) Relative (%)
No. Date Of Lot# Elev (ft) Type Field Max Field Opt Comoaction Remarks
G 1 2/17/11 M Residential Bld^ 353.0 2 118.6 130.0 9.4 8.2 91
G 2 2/17/11 M Commercial Bldg 352.6 2 117.7 13O0 10.3 8.2 91
G 3 2/17/11 M Commercial Bldg 352.6 2 121.3 130.0 9.1 8.2 93
G 4 2/18/11 M Bldg S North Side 353.0 2 118.9 130.0 9.8 8.2 91
G 5 2/18/11 M Bide S West Side 350.0 2 109.2 130.0 9.7 8.2 84 Retest on 5A
G 5A 2/18/11 M Bldg S West Side 350.0 2 116.7 130.0 10.2 8.2 90 Retest of 5
G 6 4/25/11 M Commercial Bldg 353.6 2 116.9 130.0 13.9 8.2 90
G 7 4/25/11 M Commercial Bide 353.0 2 118.3 130.0 12.4 8.2 91
G 8 4/25/11 M Commercial Bldg 353.0 2 116.6 130.0 12.0 8.2 90
G 9 4/25/11 M Commercial Bldg 353.6 2 114.7 130.0 12.3 8.2 88 Retest on 9A
0 9A 4/25/11 M Commercial Bldg 353.6 2 117.1 130.0 12.0 8.2 90 Retest of 9
G 10 6/9/U L NW Side of Bide S 353.0 2 118.6 130.0 11.1 8.2 91
G 11 6/9/11 L NW Side of Bide S 354.6 2 116.7 130.0 10.3 8.2 90
Proiect Number:
Proiect Name:
Proiect l-ocation:
Client:
602852-001
Carisbad/JFR
0
0 Paee 1 of 1
7/29/2 2:40:34PM
k I k I ft I ft I I ft i ft a
SUMMARY OF FIELD DENSITY TESTS
Test Test Test Location Test Sou Dry Density Moisture (%) Relative (%)
No. Date Of Lot# Elev (ft) Type Field Max Field Opt Compaction
JT 1 3/11/11 M Commercial Bldg 352.6 2 121.9 130.0 12.4 8.2 94
JT 2 3/11/11 M Commercial Bldg 353.0 2 117.5 130.0 11.8 8.2 90
JT 3 3/11/11 M Commercial Bldg 352.8 2 120.5 130.0 123 8.2 93
JT 4 3/11/11 M Between Bldg 353.6 2 118.1 130.0 9.7 8.2 91
JT 5 3/11/11 M Between Bldg 353.0 2 118.3 130.0 9.8 8.2 91
JT 6 3/11/11 M Between Bldg 352.8 2 117.3 130.0 8.8 8.2 90
JT 7 3/11/11 M To Residential Bldg 353.0 2 119.1 130.0 9.1 8.2 92
JT 8 3/11/11 M Front of Comm Bldg 353.0 2 117.4 130.0 9.3 8.2 90
JT 9 4/7/11 M W Side Comm Bldg 352.6 2 116.7 130.0 93 8.2 90
JT 10 4/7/11 M S Side Comm Bldg 353.0 2 118.3 130.0 8.8 8.2 91
JT 11 4/7/11 JT S Side of Comm Bldg 353.0 2 117.4 130.0 9.1 8.2 90
JT 12 5/4/11 JT West Side Bldgs 352.0 2 116.7 130.0 10.6 8.2 90
JT 13 5/4/11 JT West Side Bldgs 354.6 2 121.9 130.0 9.3 8.2 94
JT 14 5/9/11 M West Side Proiect 349.0 2 117.1 130.0 9.3 8.2 90
JT 15 5/9/11 M West Side Project 348,0 2 123.5 130.0 9.2 8.2 95
JT 16 5/9/11 M West Side Project 351.0 2 120.8 130.0 10.8 8.2 93
JT 17 5/9/11 M West Side Proiect 353.6 2 123.2 130.0 10.3 8.2 95
JT 18 5/16/11 M West SW Bldg S 350.0 2 118.8 130.0 13.3 8.2 91
JT 19 5/16/11 M West SW Bldg S 348.0 2 118.4 130.0 10.6 8.2 91
JT 20 5/16/11 M West SW Bide S 354.6 2 121.4 130.0 10.3 8.2 93
JT 21 5/23/11 M West Side Bldg S 348.0 2 120.8 130.0 8.8 8.2 93
JT 22 5/23/11 M West Side Bldg S 347.0 2 110.0 130.0 9.8 8.2 85
JT 22A 5/23/11 M SW Side Bldg S 347.0 2 118.6 130.0 9.5 8.2 91
JT 23 5/31/11 M North Side Bldg S 353.6 2 121.3 130.0 9.2 8.2 93
JT 24 5/31/11 M North Side Bldg S 353.0 2 116.9 130.0 9.6 8.2 90
JT 25 6/1/11 M North Side Bldg S 352.6 2 121.6 130.0 9.7 8.2 94
JT 26 6/1/11 M North Side Bldg S 352.0 2 117.8 130.0 9.3 8.2 91
JT 27 6/1/11 M NW Side Bldg S 354.0 2 121.1 130.0 9.2 8.2 93
JT 28 6/1/11 M NW Side Bide S 352.0 2 111.7 130.0 12.0 8.2 86
JT 28A 6/1/11 M NW Side Bide S 352.0 2 119.2 130.0 11.5 8.2 92
JT 29 6/1/11 M NW Side Bide S 354.0 2 117.5 130.0 11.9 8.2 90
JT 30 6/9/n M West Side Bldg S 351.0 2 116.9 130.0 12.5 8.2 90
Remarks
Retest on 22A
Retest of 22
Retest on 28A
Retest of 28
Proiect Number:
Proiect Name:
Proiect Location:
Client:
602852-001
Carisbad/JFR
0
0 Paee 1 of2 4 7/13/2 7:29:47AM
ft I ft I kill ilikiliftiftlklftiftiftifti
SUMMARY OF FIELD DENSITY TESTS
Test Test Test Location Test Sou Dry Density Moisture (%) Rehitive (%)
No. Date Of Lot# Elev (ft) Type Field Max Field Opt Comoaction Remarks
JT 31 6/9/11 M West Side Bldg S 353.0 2 122.8 130.0 9.0 8.2 94
JT 32 6/9/11 M West Side Bldg S 354.0 2 111.8 130.0 9.9 8.2 86 Retest on 32A
JT 32A 6/9/11 M West Side Bldg S 354.0 2 116.6 130.0 9.7 8.2 90 Retest of 32
Proiect Number:
Proiect Name:
Proiect Location:
Client:
602852-001
Carisbad/JFR
0
0 Paee2 of2 4 7/13/2 7:29:47AM
ft I klftlftlftlklftjftlill I I i
SUMMARY OF FIELD DENSITY TESTS
Test Test Test Location Test Sou Dry Density Moisture (%) Relative (%)
No. Date Of Lot# Elev (ft) Type Field Max Field Opt Comoaction
S I 8/31/10 M N of Ranee Bldg Station 1+95 348.0 1 110.3 128.5 12.2 9.0 86
S lA 8/31/10 M N of Range Bldg Station 1+92 348.0 1 115.3 128.5 11.8 9.0 90
S 2 8/31/10 M N of Range Bldg Station 1+45 347.0 1 118.9 128.5 11.1 9.0 93
s 3 8/31/10 M N of Range Bldg Station 2+01 350.0 1 118.6 128.5 lOl 9.0 92
S 4 8/31/10 M N of Range Bldg Station 2+18 348.6 1 117.0 128.5 10.3 9.0 91
s 5 8/31/10 M N of Ranee Bide Station 2+90 348.0 1 116.8 128.5 11.8 9.0 91
s 6 9/1/10 M N of Range Bldg Station 2+57 350.6 2 117.8 130.0 10.3 8.2 91
s 7 9/1/10 M N of Range Bide Station 3+12 350.0 2 118.0 130.0 11.1 8.2 91
s 8 9/1/10 M N of Range Bldg Station 3+32 353.0 2 116.9 130.0 10.2 8.2 90
s 9 9/1/10 M N of Range Bldg Station 3+61 351.0 2 116.9 130.0 9.8 8.2 90
s 10 9/1/10 M N Side Comm Pad Station 3+81 350.0 2 114.3 130.0 12.2 8.2 88
s lOA 9/1/10 M N Side Comm Pad Station 3+83 350.0 2 1208 130.0 11.8 8.2 93
s 11 9/1/10 M N Side Comm Pad Station 4+21 353.0 2 116.8 130.0 9.5 8.2 90
s 12 9/1/10 M N Side Comm Pad Station 4+02 354.6 2 120.6 130.0 10.4 8.2 93
s 13 9/1/10 M N Side Comm Pad Station 4+37 351.0 2 120.2 130.0 9.5 8.2 92
s 14 9/1/10 M N Side Comm Pad Station 4+77 352.0 2 119.7 130.0 10.7 8.2 92
s 15 9/1/10 M N Side Comm Pad Station 4+49 353.6 2 117.7 130.0 10.5 8.2 91
s 16 9/28/10 M N Side Comm Pad Station 4+95 352.6 2 116.5 130.0 10.1 8.2 90
s 17 9/28/10 M N Side Comm Pad Station 4+90 354.0 2 118.1 130.0 11.5 8.2 91
s 18 10/4/10 MH Water Separator Station 5+35 351.0 1 116.0 128.5 U.9 9.0 90
s 19 10/4/10 MH Water Separator Station 5+35 349.0 1 115.8 128.5 11.0 9.0 90
s 20 10/4/10 MH Water Separator Station 5+25 353.0 2 1208 130.0 9.5 8.2 93
s 21 10/4/10 MH Water Separator Station 5+28 352.0 2 120.0 130.0 101 8.2 92
s 22 10/4/10 MH Water Separator Station 5+30 354.0 2 118.8 130.0 10.5 8.2 91
s 23 10/4/10 MH Water Separator Station 5+42 348.0 2 117.5 130.0 11.0 8.2 90
s 24 10/4/10 MH Waler Separator Station 5+34 353.0 1 115.4 128.5 11.7 9.0 90
s 25 10/4/10 MH Water Separator Station 5+44 353.0 1 116.0 128.5 11.4 9.0 90
s 26 10/15/10 L N of Ranee Bldg 352.0 2 122.3 130.0 10.8 8.2 94
s 27 10/15/10 L N of Range Bldg 352.0 2 119.8 130.0 8.6 8.2 92
s 28 10/15/10 L N of Range Bldg 354.0 1 117.8 128.5 12.1 9.0 92
s 29 10/15/10 L N of Range Bide 353.0 1 118.1 128.5 10.5 9.0 92
s 30 10/15/10 L N of Range Bldg 353.0 1 117.6 128.5 10.0 9.0 92
Remarks
Retest on 1A
Retest of 1
Retest on lOA
Retest of 10
Proiect Numtyer:
Proiect Name:
Proiect Location:
Client:
602852-001
Carisbad/JFR
0
0 Paee 1 of 1
12/10/ 8:44:04AM
602852-001
APPENDIX C
Laboratory Testing Procedures and Test Results
Maximum Densitv Tests: The maximum dry density and optimum moisture content of
typical materials were determined in accordance with ASTM Test Method D1557. The
results of these tests are presented in the table below:
Sample
Number
Sample Description
Maximum
Dry
Density
(pcf)
Optimum
Moisture
Content (%)
1 Reddish-brown silty SAND (SM) with gravel 128.5 9.0
2 Brown silty SAND (SM) 130.0 8.2
3 Recycled Class 2 Aggregate Base 121.5 11.0
4 Recycled Class 2 Aggregate Base 121.5 11.9
5 Asphaltic Concrete 146.5 —
6 Recycled Class 2 Aggregate Base 121.0 11.8
7 Recycles Class 2 Aggregate Base 123.0 10.5
C-1