HomeMy WebLinkAboutCT 2018-0002; AVIARA APARTMENTS WEST; FINAL SOILS REPORT; 2025-12-29
GEOTECHNICAL | ENVIRONMENTAL | MATERIALS
June 13, 2025
Revised December 29, 2025
Project No. 3740-SD
R&V Real Estate Services
c/o Wermers Companies
5120 Shoreham Place, Suite 150
San Diego, California 92122
Attention: Mr. Austin Wermers
Subject: Summary of Geotechnical Observation and Testing
Post-Grading Operations
Aviara Apartments West
1205 Aviara Parkway, Carlsbad, California 92009
References: See Page 5
Dear Mr. Wermers:
GeoTek, Inc. (GeoTek) is pleased to present the results of geotechnical testing and observation
services during post-grading construction associated with utility and pavement construction
operations for the Aviara Apartments West Project. This report has been revised to correct a
typographical and other errors in the Table 1, including in the Summary of Field Density Tests
for Asphalt.
In accordance with your request, GeoTek, Inc. (GeoTek) has prepared this letter to certify the
completion of the post-grading operations associated with the subject property. Rough grading
of the project was completed under the observation of, and with selective testing by, GeoTek,
and certified in the “Summary of Geotechnical Observation and Testing, Rough Grading,
Building Pad, Aviara Apartments West…”, dated August 29, 2023. Post-grading construction
operations of the project have been completed under the observation of, and with selective
testing by GeoTek. It is to the best of GeoTek’s knowledge that post grading construction
operations discussed in this report have been completed in general accordance with the
approved geotechnical reports (see references) prepared for the site, applicable provisions of
the 2019 and 2022 California Building Code (CBC) and City of Carlsbad guidelines. This report
provides a brief summary of the post-grading operations observed and tested by GeoTek from
June 2023, through May 2025.
R&V Real Estate Revised December 29, 2025; June 13, 2025
Building Pad Certification – Building Structures Project No. 3740-SD
Aviara Apartments West, Carlsbad, California Page 2
SUMMARY OF GEOLOGIC AND SOILS CONDITIONS
▪ Visual classification of the soil in the field, compared to the soil description from
laboratory testing was the basis for determining the maximum dry density value and
optimum moisture content applied to each soil density test.
▪ Previously placed engineered fill and unstable alluvial materials were removed to
required grading depths.
▪ A GeoTek representative observed exposed soil bottoms and confirmed competency
prior to receiving engineered fill.
▪ Foundation footing excavations for retaining walls were qualitatively evaluated with a
soil probe in random locations and found to be firm and unyielding. Retaining wall
foundation excavations were found to be excavated in suitable compacted fill.
▪ Trench backfills for the sewer, storm drain, and water lines were placed and compacted
to at least 90% of the maximum dry density, near or slightly above optimum moisture
content relative to ASTM D 1557.
▪ Relative compaction of the upper one foot of subgrade and aggregate base for interior
roads, driveway approaches, and adjacent street improvements were tested by GeoTek
representatives to be near or slightly above optimum moisture content and compacted
to at least 95% relative to ASTM D1557. Tests taken one foot below finish subgrade
were tested to be near or slightly above optimum moisture content and compacted to
at least 90% relative to ASTM D1557.
▪ Onsite materials and import materials were utilized to bring remedial grades to design
grades. Heavy-duty earthmoving equipment, import trucks and water trucks were
utilized to place, moisture condition (as needed), mix, and compact the engineered fills
during post-grading operations.
▪ Field density tests indicated the engineered fill was placed and compacted to at least
90% and near optimum moisture content relative to ASTM D 1557.
FIELD AND LABORATORY TESTING
FIELD TESTING
Field density tests were taken at periodic intervals and random locations to check the
compaction efforts by the grading contractor performing compaction of engineered fill. The
R&V Real Estate Revised December 29, 2025; June 13, 2025
Building Pad Certification – Building Structures Project No. 3740-SD
Aviara Apartments West, Carlsbad, California Page 3
field density testing for the subject site was performed using a nuclear gauge, in general
accordance with testing procedure ASTM D 6938 for soils. The results of the field density
testing conducted are included in the attached Table 1 and the density test locations are
presented on Figure 1.
LABORATORY TESTING
The laboratory maximum dry density and optimum moisture content for the soils were
determined in general accordance with test method ASTM D 1557. The table below presents
the soil type used for this project.
SUMMARY OF LABORATORY MAXIMUM DRY DENSITY
AND OPTIMUM MOISTURE CONTENT TEST RESULTS (ASTM D 1557)
Soil Type Description Maximum Dry
Density (pcf)
Optimum Moisture
Content (%)
A Dark Brown Clayey Sand 125.8 11.5
B Light Brown Silty Sand w/ Clay 123.0 12.5
C Dark Brown Clayey SAND 129.0 9.5
D Dark Brown Clayey Sand 127.0 9.5
E Light Brown Silty Clayey Sand 126.8 9.5
F Brownish F-M Silty Sand 127.5 10.0
G Reddish-Brown Fine to Clayey Sand 129.7 10.0
H Base Provided by Plant 117.6 11.9
I-1 Light Brown Silty Clayey Sand 125.7 10.5
I-2 Brown Silty Sand 128.7 9.5
I-3 Reddish Brown Clayey Sand 133.1 9.0
J Subgrade Base 124.0 10.0
K Base 125.5 10.0
L Base 119.7 11.8
M Base 117.8 11.1
N Max Base 120.7 10.5
AC-1 Asphalt (Plant Max) 147.0 -
AC-2 Asphalt 149.0 -
AC-3 Asphalt 148.6 -
R&V Real Estate Revised December 29, 2025; June 13, 2025
Building Pad Certification – Building Structures Project No. 3740-SD
Aviara Apartments West, Carlsbad, California Page 4
CONCLUSIONS
Site grading has been completed in conformance with the approved geotechnical reports,
applicable provisions of the 2019 and 2022 California Building Code (CBC) and City of Carlsbad
guidelines.
CLOSURE
The purpose of this report is to present a summary of observation and testing services
provided by GeoTek during the post grading construction operations that were performed on
project. More specifically, the scope of this report includes a presentation of data obtained
during post grading construction operations and a discussion of operations performed by the
contractor.
Post grading construction observations for the project has been completed under the
observation of, and with selective testing by, GeoTek. GeoTek’s observations were performed
in such a manner as to be reasonably certain that the soils tested are representative of the
work, and that the work, in general, essentially complies with the job requirements. GeoTek’s
services were performed in accordance with engineering principles generally accepted at this
time and in this area. No warranty is expressed or implied.
It should be understood that field data, including density (compaction) test locations and
elevations, as well as the location of compacted fill, are only approximately described. The
accuracy of the field technician's estimated locations will vary depending on the survey control
available at the time the estimations were made. No warranty as to the actual extent of the
filled area, nor of its relationship to the planned structural improvements, is expressed or
implied.
This report is subject to review by the controlling authorities for this project. GeoTek accepts
neither responsibility nor liability for work, testing, or recommendations performed or
provided by others.
The opportunity to be of service is sincerely appreciated. If you should have any questions,
please do not hesitate to call our office.
Respectfully submitted,
GeoTek, Inc.
R&V Real Estate Revised December 29, 2025; June 13, 2025
Building Pad Certification – Building Structures Project No. 3740-SD
Aviara Apartments West, Carlsbad, California Page 5
Edwin R. Cunningham
RCE 91687, Exp. 03/31/26
Project Engineer
Edward H. LaMont
CEG 1892, Exp. 07/31/26
Principal Geologist
Distribution: (1) Addressee via email
Enclosures: Figure 1 – As-Graded Compaction Test Maps
Table 1 – Field Density Tests Grading
REFERENCES
GeoTek, Inc. 2021, Geotechnical Evaluation Report, Proposed Aviara Apartments
Development, 6145 Laurel Tree Lane, Carlsbad, California 92122, Project No.
3740-SD, November 11, 2021.
, 2022a, Geotechnical Review of Construction plans, Project No. 3740-SD, March 21,
2022
,2022b, Geotechnical Addendum and Review of Public Improvement Construction plans:
Plan review of grading and improvement plans along Laurel Tree Lane, Project
No. 3740-SD, March 24, 2022
, 2022c, Geotechnical Review of Construction plans: Plan review of parking structure
building foundations, Project No. 3740-SD, March 25, 2022
, 2022d, Response to Geotechnical Review Comments and Second Review of Public
Improvement Construction Plans, Project No. 3740-SD, May 6, 2022.
, 2022e, Response to Geotechnical Review Comments, Project No. 3740-SD, May 20,
2022
, 2022f, Review – On-Site Storm Water Disposal and Retaining Wall Design, Project No.
3740-SD, August 18, 2022
R&V Real Estate Revised December 29, 2025; June 13, 2025
Building Pad Certification – Building Structures Project No. 3740-SD
Aviara Apartments West, Carlsbad, California Page 6
, 2022g, Response to Geotechnical Review Comments: Project No. 3740-SD, September
27, 2022
, 2022h, Temporary Excavations for Catch Basins Along the South and West Grading
Daylight Project No. 3740-SD, September 27, 2022.
_____, 2023g, Summary of Geotechnical Observation and Testing, Rough Grading, Aviara
Apartments West, 1205 Aviara Parkway, Carlsbad, California 92009,” Project
No. 3740-SD, dated May 23, 2023.
SB&O, Inc. “Precise Grading Plans for: Aviara Apartments West,” Delta A, dated April 7, 2023.
1384 Poinsettia Avenue, Suite A
Vista, California 92081
Aviara, LP
Aviara West
Carlsbad, CA
PN: 3740-SD June 2025
Figure 1
Post-Graded Compaction Test
Map
Approximate Location of Field Density Test - Retaining Wall
Approximate Location of Field Density Test – Storm Drain
Approximate Location of Field Density Test - Sewer
Approximate Location of Field Density Test – Dry Utility
RW-1
SD-1
Approximate Location of Field Density Test – Wet Utility
S-1
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LEGEND
LEGEND
1384 Poinsettia Avenue, Suite A
Vista, California 92081
Aviara, LP
Aviara West
Carlsbad, CA
PN: 3740-SD June 2025
Figure 1
Post-Graded Compaction Test
Map
73
Approximate Location of Field Density Test - Subgrade
Approximate Location of Field Density Test - Base
Approximate Location of Field Density Test - Asphalt
12 34
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R&V Real Estate Revised December 29, 2025; June 13, 2025
Building Pad Certification – Building Structures Project No. 3740-SD
Aviara Apartments West, Carlsbad, California Page 7
Table 1
Field Density Test Results
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 1 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
9/27/23 1 Wall #7 18+04 -3'11.5 116.2 B 123.0 N 94
2 Wall #7 18+04 -2'12.5 118.8 B 123.0 N 97
3 Wall #7 19+59 -3'13.2 115.9 B 123.0 N 94
4 Wall #7 19+59 -2'12.2 118.8 B 123.0 N 97
5 Wall #7 21+34 -3'11.9 115.9 B 123.0 N 94
6 Wall #7 21+34 -2'12.4 117.1 B 123.0 N 95
9/28/23 7 Wall #7 18+04 -1'13.2 117.2 B 123.0 N 95
8 Wall #7 18+04 -1'14.1 114.8 B 123.0 N 93
9 Wall #7 19+59 -1'13.2 115.9 B 123.0 N 94
10 Wall #7 21+32 -1'12.2 114.5 B 123.0 N 93
11 Wall #7 21+34 -1'12.9 118.9 B 123.0 N 97
9/29/23 12 Wall #7 19+60 -1'13.2 115.9 B 123.0 N 94
13 Wall #7 21+34 -1.5'12.8 116.5 B 123.0 N 95
14 Wall #7 18+04 -1'12.5 117.9 B 123.0 N 96
10/3/23 15 Wall #7 19+60 -0.5'11.6 112.9 B 123.0 N 92
16 Wall #7 19+60 -0.5'12.1 114.5 B 123.0 N 93
17 Wall #7 20+19 -0.5'11.4 115.1 B 123.0 N 94
18 Wall #7 20+34 -0.5'12.5 113.8 B 123.0 N 93
19 Wall #7 20+34 -0.5'10.9 112.8 B 123.0 N 92
10/4/23 20 Wall #7 20+34 -0.5'11.6 111.9 B 123.0 N 91
21 Wall #7 21+19 -0.5'12.1 112.8 B 123.0 N 92
22 Wall #7 21+32 -0.5'11.4 113.4 B 123.0 N 92
12/15/23 23 Wall #1 13+69 -2'13.5 115.7 B 123.0 N 94
24 Wall #1 13+82 SG 12.5 117.2 B 123.0 N 95
25 Wall #1 14+22 SG 13.0 118.3 B 123.0 N 96
12/18/23 26 Wall #1 13+69 -2'12.3 116.3 B 123.0 N 95
27 Wall #1 13+82 -1'13.5 118.2 B 123.0 N 96
28 Wall #1 14+22 SG 14.1 117.8 B 123.0 N 96
12/19/23 29 Wall #1 13+69 -2'12.3 115.9 B 123.0 N 94
30 Wall #1 13+82 -1'13.5 117.2 B 123.0 N 95
31 Wall #1 14+22 SG 14.1 117.0 B 123.0 N 95
32 Trash Screen Sta. 10+07 SG 13.4 118.2 B 123.0 N 96
33 A-8 Box Sta. 17+96 SG 12.6 119.0 B 123.0 N 97
12/20/23 34 Wall #5 10+57 -11'14.2 114.7 B 123.0 N 93
35 Wall #110+67 -9'13.5 115.4 B 123.0 N 94
36 Wall #1 10+98 -9'12.8 116.1 B 123.0 N 94
12/21/23 37 Wall #1 10+57 -8'14.1 116.1 B 123.0 N 94
38 Wall #1 10+67 -7'13.7 115.4 B 123.0 N 94
39 Wall #1 10+98 -6'14.4 117.8 B 123.0 N 96
12/26/23 40 Wall #1 10+56 -5'13.4 115.1 B 123.0 N 94
41 Wall #1 10+67 -4'12.7 114.8 B 123.0 N 93
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
RETAINING WALL
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 2 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
RETAINING WALL
42 Wall #1 10+98 -2'13.9 116.8 B 123.0 N 95
12/27/23 43 Wall #5 10+57 -2'13.4 115.1 B 123.0 N 94
44 Wall #5 10+67 -2'12.7 114.8 B 123.0 N 93
45 Wall #5 10+98 -1'13.9 116.8 B 123.0 N 95
1/4/24 46 Wall #3 12+43 SG 10.7 115.9 D 125.8 N 92
47 Wall #3 13+24 SG 11.3 118.2 B 123.0 N 96
48 Wall #1 16+22 SG 9.6 104.2 D 127.0 N 82
49 Wall #1 15+65 SG 8.4 106.4 D 127.0 N 84
1/5/24 48a Wall #1 16+22 / Re-Test of 48 SG 9.8 117.9 D 127.0 N 93
49a Wall #1 15+65 / Re-Test of 49 SG 8.7 119.0 D 127.0 N 94
1/8/24 50 Wall #1 15+08 -6"10.3 119.8 D 127.0 N 94
51 Wall #1 15+46 -6"11.2 120.2 D 127.0 N 95
52 Wall #1 16+15 -6"12.2 118.2 B 123.0 N 96
1/10/24 53 Wall #7 14+00 -5'9.0 114.6 D 127.0 N 90
54 Wall #7 13+00 -4'12.6 117.8 B 123.0 N 96
55 Wall #7 12+00 -3'13.1 118.2 B 123.0 N 96
1/19/24 56 Wall #7 14+00 -3'12.0 115.6 B 123.0 N 94
57 Wall #7 13+50 -2'12.6 116.8 B 123.0 N 95
58 Wall #7 12+70 -1'11.9 117.2 B 123.0 N 95
5/4/24 59 Wall #2/#9 Footings SG 11.3 117.4 E 126.8 N 93
60 Wal #2/#9 Footings SG 10.5 116.3 E 126.8 N 92
5/9/24 61 CMU Wall NE Corner Subgrade SG 10.2 116.2 E 126.8 N 92
62 CMU Wall NE Corner Subgrade SG 11.6 116.9 E 126.8 N 92
7/2/24 63 Wall #8 11+20 85.5 9.3 116.7 D 127.0 N 92
64 Wall #8 11+50 84.0 8.5 112.4 D 127.0 N 89
64A Wall #8 11+50 Re-Test of 64 84.0 9.7 115.9 D 127.0 N 91
65 Wall #8 12+10 83.5 10.0 116.3 D 127.0 N 92
66 Wall #8 12+60 85.0 11.2 114.7 D 127.0 N 90
67 Wall #8 11+30 85.5 9.5 116.8 D 127.0 N 92
68 Wall #8 11+70 86.0 9.9 117.5 D 127.0 N 93
69 Wall #8 12+00 86.0 10.3 115.2 D 127.0 N 91
70 Wall #8 12+45 87.0 9.1 113.0 D 127.0 N 89
71 Wall #8 12+45 Re-Test of 70 87.0 10.5 117.2 D 127.0 N 92
72 Wall #8 12+30 87.5 9.8 115.5 D 127.0 N 91
6/28/24 73 Wall#2 10+20 FG 10.4 114.1 A 125.8 N 91
74 Wall#2 10+40 <2'10.0 116.7 A 125.8 N 93
75 Wall#2 10+88 <4'10.8 118.2 A 125.8 N 94
76 Wall#2 10+40 FG 9.5 117.2 D 127.0 N 92
77 Wall#2 10+60 <2'10.2 114.4 A 125.8 N 91
78 Wall#2 10+88 FG 9.5 119.4 D 127.0 N 94
7/3/24 79 RW#8 STA.# 11+55 88'10.7 115.8 D 127.0 N 91
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 3 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
RETAINING WALL
80 RW#8 STA.# 12+20 87.5'9.3 116.6 D 127.0 N 92
81 RW#8 STA.# 10+90 84'10.9 117.4 D 127.0 N 92
82 RW#8 STA.# 10+10 83.5'9.5 114.9 D 127.0 N 90
83 RW#8 STA.# 10+50 84.5'9.2 116.3 D 127.0 N 92
10/2/23 84 RW#7 18+04.12 <1'-.05'12.5 113.9 B 123.0 N 95
85 RW#7 18+04.12 <1'-.05'11.5 112.5 B 123.0 N 94
86 RW#7 19+59.81 <1'-.05'10.4 114.9 B 123.0 N 96
87 RW#7 19+59.81 <1'-.05'12.1 115.2 B 123.0 N 96
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 4 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
7/12/2023 1 Sidewalk EB of Access Road to Aviara SG 11.8 113.5 B 123.0 N 92
2 Sidewalk EB of Access Road to Aviara SG 13.5 112.9 B 123.0 N 92
3 Sidewalk EB of Access Road to Aviara SG 12.6 114.1 B 123.0 N 93
4 Sidewalk EB of Access Road to Aviara SG 13.1 118.8 B 123.0 N 97
7/27/2023 5 Sidewalk WB of Access Road to Aviara SG 12.4 118.3 A 125.8 N 94
6 Sidewalk WB of Access Road to Aviara SG 12.9 120.1 A 125.8 N 95
7 Sidewalk WB of Access Road to Aviara SG 13.1 117.6 A 125.8 N 93
10/6/23 8 Laurel Tree Lane Curb & Gutter 11+13 SG 11.9 114.1 B 120.3 N 95
9 Laurel Tree Lane Curb & Gutter 11+90 SG 12.5 113.8 B 120.3 N 95
10 Laurel Tree Lane Curb & Gutter 13+26 SG 10.8 114.9 B 120.3 N 96
10/10/23 11 Laurel Tree Lane Curb & Gutter 10+93 SG 13.1 118.7 B 120.3 N 99
12 Laurel Tree Lane Curb & Gutter 11+70 SG 13.5 119.2 B 120.3 N 99
13 Laurel Tree Lane Curb & Gutter 12+29 SG 12.7 119.4 B 120.3 N 99
14 Laurel Tree Lane Curb & Gutter 13+07 SG 12.4 118.8 B 120.3 N 99
10/12/23 15 Aviara & Laurel, Curb & Gutter NE CornerSG 12.7 113.8 B 120.3 N 95
16 Aviara & Laurel, Curb & Gutter NE CornerSG 11.8 114.2 B 120.3 N 95
17 Aviara & Laurel, Curb & Gutter NE CornerSG 13.1 115.1 B 120.3 N 96
10/13/23 18 Aviara & Laurel, Curb & Gutter NE CornerSG 11.9 118.8 B 120.3 N 99
19 Aviara & Laurel, Curb & Gutter NE CornerSG 12.1 119.2 B 120.3 N 99
20 Aviara & Laurel, Curb & Gutter NE CornerSG 10.6 120.1 D 127.0 N 95
10/24/23 21 Aviara & Laurel, Curb & Gutter NE CornerSG 12.1 118.0 B 120.3 N 98
22 Aviara & Laurel, Curb & Gutter NE CornerSG 13.0 117.8 B 120.3 N 98
12/8/23 23 Aviara & Laurel C&G, 6+26 SG 12.4 116.4 B 123.0 N 95
24 Aviara & Laurel C&G, 7+73 SG 13.2 118.2 B 123.0 N 96
12/12/23 25 NB Aviara Sidewalk 6+26.5 SG 13.3 117.4 B 123.0 N 95
26 NB Aviara Sidewalk 7+50 SG 14.1 118.4 B 123.0 N 96
12/27/23 27 Driveway "A" Western Perimeter SG 13.2 117.2 B 123.0 N 95
28 Driveway "A" Eastern Perimeter SG 12.2 118.3 B 123.0 N 96
29 Driveway "A" Northern Perimeter SG 14.1 116.9 B 123.0 N 95
30 Driveway "A" Northern Perimeter SG 12.8 119.1 B 123.0 N 97
1/8/24 31 Driveway @ 14+43 SG 12.6 120.1 B 123.0 N 98
32 Curb and Gutter @ 13+45 SG 13.1 118.2 B 123.0 N 96
33 Sidewalk @ 13+50 SG 12.8 119.5 B 123.0 N 97
4/2/24 34 Aviara Pkwy C&G Across Site SG 12.4 120.9 B 123.0 N 98
35 Aviara Pkwy C&G Across Site SG 11.6 121.2 B 123.0 N 99
36 Aviara Pkwy C&G Across Site SG 10.1 120.5 E 126.8 N 95
4/23/24 37 C&G SW Edge of Site SG 10.2 121.1 E 126.8 N 96
38 C&G SW Edge of Site SG 9.8 121.5 E 126.8 N 96
7/11/24 39 Sidewalk @ SE Corner of Aviara SG 12.2 111.9 B 123.0 N 91
40 Sidewalk @ SE Corner of Aviara SG 11.8 110.9 B 123.0 N 90
41 NE Slope From Access Road SG 10.2 120.1 G 129.7 N 93
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
SUBGRADE
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 5 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
SUBGRADE
2/11/25 42 NE Corner of site facing Laurel tree SG 8.5 122.8 F 127.5 N 96
43 NE Corner of site facing Laurel tree SG 8.1 126.5 G 129.7 N 98
44 NE Corner of site facing Laurel tree SG 8.8 119.6 F 127.5 N 94
45 NE Corner of site facing Laurel tree SG 8.7 125 F 127.5 N 98
46 NE Corner of site facing Laurel tree SG 7.4 115.6 D 125.8 N 92
47 NE Corner of site facing Laurel tree SG 7.9 126.3 G 129.7 N 97
48 NE Corner of site facing Laurel tree SG 9.6 122.9 G 129.7 N 95
49 NE Corner of site facing Laurel tree SG 8.4 118.1 G 129.7 N 91
50 NE Corner of site facing Laurel tree SG 8.9 128.5 G 129.7 N 99
51 NE Corner of site facing Laurel tree SG 8.9 115.6 D 127 N 91
3/6/25 52 NE Corner of site facing Laurel tree SG 12.2 121.0 F 127.5 N 95
53 NE Corner of site facing Laurel tree SG 10.5 120.6 D 127 N 95
54 NE Corner of site facing Laurel tree SG 7.4 126.6 G 129.7 N 98
4/11/25 55 Pool Decking SG 9.9 110.6 B 123.0 N 90
56 Pool Decking SG 8.8 110.5 B 123.0 N 90
57 Sidewalk On-Site SG 11.8 118.1 B 123.0 N 96
58 Sidewalk On-Site SG 12.9 118.8 B 123.0 N 97
59 Sidewalk On-Site SG 12.5 119.2 B 123.0 N 97
60 Sidewalk On-Site SG 12.6 119.5 B 123.0 N 97
4/9/24 61 Median Subgrade Aviara SG 10.4 121.2 E 126.8 N 96
62 Median Subgrade Aviara SG 9.8 120.9 E 126.8 N 95
5/4/24 63 Site wall 2-9 footings SG 11.3 116.3 E 126.8 N 92
64 Site wall 2-9 footings SG 10.5 117.4 E 126.8 N 93
5/9/24 65 CMU Block Wall Subgrade SG 10.2 116.2 E 126.8 N 92
66 CMU Block Wall Subgrade SG 11.6 116.9 E 126.8 N 92
7/15/24 67 60ftX25ft section of Access Rd NE 83'13.7 106.7 H 117.6 N 91
68 60ftX25ft section of Access Rd NE 84'12.9 107.4 H 117.6 N 91
69 60ftX25ft section of Access Rd NE 85'13.7 124.0 G 129.7 N 96
70 60ftX25ft section of Access Rd NE 86'12.9 125.8 G 129.7 N 97
7/16/24 71 Key way for toe of access Rd Slope 84'11.8 107.3 H 117.6 N 91
72 Key way for toe of access Rd Slope 85'12.2 107.5 H 117.6 N 91
73 Key way for toe of access Rd Slope FG 13.3 120.3 G 129.7 N 93
74 Key way for toe of access Rd Slope 87'11.6 122.8 G 129.7 N 95
75 Key way for toe of access Rd Slope 88'12.6 121.2 G 129.7 N 93
76 Key way for toe of access Rd Slope 89'10.8 122.7 G 129.7 N 95
77 65ftX25ft section of Access Rd NE 87'10.1 121.3 G 129.7 N 94
78 65ftX25ft section of Access Rd NE 88'9.8 122.1 G 129.7 N 94
7/17/24 79 Access Rd. NE enterance 87'12.3 106.1 H 117.6 N 90
80 Access Rd. NE enterance 88'11.8 106.9 H 117.6 N 91
81 Access Rd. NE enterance 89'11.4 122.3 G 129.7 N 94
82 Access Rd. NE enterance 90'12.1 123.2 G 129.7 N 95
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 6 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
SUBGRADE
7/19/24 83 Slope (Basin2 N) south of Access Rd.84'12.6 107.1 H 117.6 N 91
84 Slope (Basin2 N) south of Access Rd.86'11.3 107.5 H 117.6 N 91
85 Slope (Basin2 N) south of Access Rd.88'9.6 121.7 G 129.7 N 94
86 Slope (Basin2 N) south of Access Rd.90'9.3 120.8 G 129.7 N 93
87 Slope (Basin2 N) south of Access Rd.91'10.4 121.4 G 129.7 N 94
7/22/24 88 Slope NE from Access Rd.84'12.6 107.1 H 117.6 N 91
89 Slope NE from Access Rd.86'11.3 107.5 H 117.6 N 91
90 Slope NE from Access Rd.88'9.6 121.7 G 129.7 N 94
91 Slope NE from Access Rd.90'9.3 120.8 G 129.7 N 93
7/23/24 92 Finished Slope Near Access Rd. N FS 10.4 124.6 G 129.7 N 96
93 Finished Slope Near Access Rd. N FS 11.1 119.4 G 129.7 N 92
94 Finished Slope Near Access Rd. N FS 9.2 125.1 G 129.7 N 96
95 Finished Slope Near Access Rd. N FS 9.8 124.3 G 129.7 N 96
3/7/25 96 NE Corner of site facing Laurel tree SG 8.3 127.5 G 129.7 N 98
97 NE Corner of site facing Laurel tree SG 7.8 121.8 F 127.5 N 96
98 NE Corner of site facing Laurel tree SG 7.6 120.8 F 127.5 N 95
3/27/25 99 NE Corner of site facing Laurel tree SG 14.6 120.6 F 127.5 N 95
100 NE Corner of site facing Laurel tree SG 14.9 121.7 F 127.5 N 95
101 NE Corner of site facing Laurel tree SG 10.9 120.0 F 127.5 N 95
5/22/25 102 C&G Site Enterance 9+40 SG 10.3 122.8 F 127.5 N 96
103 C&G Site Enterance 9+65 SG 10.2 123.0 F 127.5 N 96
104 C&G Site Enterance 9+50 SG 10.8 122.2 F 127.5 N 96
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 7 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
10/10/23 1 Laurel Tree Lane Curb & Gutter 10+93 AB 13.1 118.7 K 125.7 N 94
2 Laurel Tree Lane Curb & Gutter 11+70 AB 13.5 119.2 K 125.7 N 95
3 Laurel Tree Lane Curb & Gutter 12+29 AB 12.7 119.4 K 125.7 N 95
4 Laurel Tree Lane Curb & Gutter 13+07 AB 12.4 118.8 K 125.7 N 95
10/13/23 5 Aviara & Laurel, Curb & Gutter NE AB 11.9 118.8 K 125.7 N 95
6 Aviara & Laurel, Curb & Gutter NE AB 12.1 119.2 K 125.7 N 95
7 Aviara & Laurel, Curb & Gutter NE AB 10.6 120.1 K 125.7 N 96
10/17/23 8 Curb & Gutter near Laurel AB 12.7 119.1 K 125.7 N 95
9 Curb & Gutter near Laurel AB 11.8 119.5 K 125.7 N 95
10 Curb & Gutter near Laurel AB 12.1 118.8 K 125.7 N 95
12/8/23 11 Backfill @ 7+32 AB 14.5 118.7 L 119.7 N 99
12 Backfill @ 7+32 AB 13.5 120.1 K 125.7 N 96
12/27/23 13 Driveway "A" Northern Perimeter AB 13.4 120.1 B 123.0 N 98
14 Driveway "A" Western Perimeter AB 12.7 118.1 B 123.0 N 96
1/10/24 15 Curb & Gutter 13+43 AB 12.2 120.2 K 125.5 N 96
16 Curb & Gutter 14+43 AB 13.1 119.2 K 125.5 N 95
1/11/24 17 Curb & Gutter 14+43 AB 12.0 120.1 K 125.5 N 96
18 Curb & Gutter 14+43 AB 12.6 122.8 K 125.5 N 98
1/16/24 19 Westbound Laurel Tree Ln 15+86 AB 12.2 112.1 M 117.8 N 95
20 Westbound Laurel Tree Ln 14+45 AB 13.4 114.2 M 117.8 N 97
21 Westbound Laurel Tree Ln, intersection AB 12.8 113.9 M 117.8 N 97
1/18/24 22 Laurel Tree Lane Approach 14+43 AB 13.1 118.7 L 119.7 N 99
23 Laurel Tree Lane Approach 14+43 AB 13.5 119.2 N 120.7 N 99
5/28/2024 24 Private Driveway "A" Sta. 17+00 AB 11.6 116.3 N 120.7 N 96
25 Private Driveway "A" Sta. 17+25 AB 10.9 115.3 N 120.7 N 96
26 Private Driveway "A" Sta. 17+40 AB 11.3 115.9 N 120.7 N 96
27 Private Driveway "A" Sta. 17+85 AB 12.1 117.8 N 120.7 N 98
28 Private Driveway "A" Sta. 18+30 AB 11.2 116.2 N 120.7 N 96
29 Private Driveway "A" Sta. 19+65 AB 11.8 115.8 N 120.7 N 96
30 Private Driveway "A" Sta. 20+10 AB 10.7 115.5 N 120.7 N 96
31 Private Driveway "A" Sta. 20+85 AB 11.6 118.2 N 120.7 N 98
32 Private Driveway "A" Sta. 21+20 AB 12 116.6 N 120.7 N 97
5/29/24 33 SE Corner of Main Building AB 12.0 114.6 N 120.7 N 95
34 SE Corner of Main Building AB 11.8 120.2 K 125.5 N 96
35 SE Corner of Main Building AB 13.2 114.5 N 120.7 N 95
36 SW Corner of Main Building AB 10.1 118.1 N 120.7 N 98
37 SW Corner of Main Building AB 12.6 114.5 N 120.7 N 95
38 SW Corner of Main Building AB 11.0 115.6 N 120.7 N 96
39 SW Corner of Main Building AB 12.1 114.8 N 120.7 N 95
40 NW Corner of Main Building AB 14.9 115.0 N 120.7 N 95
41 NW Corner of Main Building AB 12.2 119.7 N 120.7 N 99
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
BASE
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 8 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
BASE
42 NW Corner of Main Building AB 12.8 114.9 N 120.7 N 95
43 NW Corner of Main Building AB 9.3 119.3 N 120.7 N 99
44 NE Corner of Main Building AB 9.2 118.3 N 120.7 N 98
6/11/24 45 Garage Approach AB 12.2 116.8 N 120.7 N 97
46 Driveway U-3 AB 10.8 117.0 N 120.7 N 97
47 Garage Approach AB 11.2 115.9 N 120.7 N 96
48 Garage Approach AB 10.6 116.2 N 120.7 N 96
49 Driveway U-1 AB 10.3 115.8 D 120.7 N 96
3/24/25 50 Curb and Gutter AB 17.2 109.4 B 123.0 N 89
51 Curb and Gutter AB 17.9 110.3 B 123.0 N 90
52 Curb and Gutter AB 16.4 116.3 B 123.0 N 95
53 Curb and Gutter AB 15.2 114.6 B 123.0 N 93
54 Curb and Gutter AB 16.3 112.0 B 123.0 N 91
55 Curb and Gutter AB 14.8 110.2 B 123.0 N 90
5/8/25 56 Driveway Paver sections NE of Bldg AB 11.7 118.0 B 123.0 N 96
57 Driveway Paver sections NE of Bldg AB 12.0 119.0 B 123.0 N 97
58 Driveway Paver sections NE of Bldg AB 12.2 120.0 B 123.0 N 98
59 Driveway Paver sections NE of Bldg AB 11.9 118.0 B 123.0 N 96
60 Driveway Paver sections NE of Bldg AB 11.8 119.0 B 123.0 N 97
5/16/25 61 AB PVT Driveway "B" 24+00 (IB)AB 12.7 113.8 L 117.8 N 97
62 AB PVT Driveway "B" 24+30 (OB)AB 13.3 113.5 L 117.8 N 97
63 AB PVT Driveway "B" 24+70 (IB)AB 12.0 112.2 L 117.8 N 95
64 AB PVT Driveway "B" 25+10 (OB)AB 12.5 113.1 L 117.8 N 96
65 AB PVT Driveway "B" 25+60 (IB)AB 12.9 112.9 L 117.8 N 96
66 AB PVT Driveway "B" 26+00 (OB)AB 13.1 113.6 L 117.8 N 97
67 AB PVT Driveway "B" 26+60 (IB)AB 12.6 114.2 L 117.8 N 97
68 AB PVT Driveway "B" 27+00 (OB)AB 13.2 112.8 L 117.8 N 96
5/23/25 69 Courtyard Round About AB 12.3 112.8 L 117.8 N 96
70 Courtyard Round About AB 12.8 113.7 L 117.8 N 97
71 Round About Handicap Stalls AB 13.2 113.1 L 117.8 N 96
72 PVT Driveway "A" 23+00 AB 13.0 112.4 L 117.8 N 96
73 PVT Driveway "A" 22+50 FG 12.5 113.6 L 117.8 N 97
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 9 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Hveem
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
10/30/2023 1 Fire @ SB Aviara 9+02 -2"-143.1 AC-2 149.0 N 96
2 Fire @ SB Aviara 9+02 AC -146.2 AC-2 149.0 N 98
3 Water @ SB Aviara 7+73 -2"-141.5 AC-2 149.0 N 95
4 Water @ SB Aviara 7+73 AC -142.2 AC-2 149.0 N 95
5 Fire @ SB Aviara 7+61 -2"-147.0 AC-2 149.0 N 99
6 Fire @ SB Aviara 7+61 AC -146.2 AC-2 149.0 N 98
7 Irrigation @ SB Aviara 7+68 -2"-141.8 AC-2 149.0 N 95
8 Irrigation @ SB Aviara 7+68 AC -142.5 AC-2 149.0 N 96
10/31/23 9 Fire @ SB Aviara 9+02 -2"-143.9 AC-2 149.0 N 97
10 Fire @ SB Aviara 9+02 AC -146.3 AC-2 149.0 N 98
11 Water @ SB Aviara 7+73 -2"-141.5 AC-2 149.0 N 95
12 Water @ SB Aviara 7+73 AC -142.4 AC-2 149.0 N 96
13 Fire @ SB Aviara 7+61 -2"-144.9 AC-2 149.0 N 97
14 Fire @ SB Aviara 7+61 AC -147.0 AC-2 149.0 N 99
15 Irrigation @ SB Aviara 7+68 -2"-141.8 AC-2 149.0 N 95
16 Irrigation @ SB Aviara 7+68 AC -148.5 AC-2 149.0 N 99
11/2/23 17 Electrical Line Along Aviara Pkwy -6"-142.5 AC-2 149.0 N 96
18 Electrical Line Along Aviara Pkwy -4"-146.8 AC-2 149.0 N 99
19 Electrical Line Along Aviara Pkwy -2"-144.9 AC-2 149.0 N 97
20 Electrical Line Along Aviara Pkwy AC -141.4 AC-2 149.0 N 95
21 Gas Line Along Aviara Pkwy -6"-142.0 AC-2 149.0 N 95
22 Gas Line Along Aviara Pkwy -4"-141.1 AC-2 149.0 N 95
23 Gas Line Along Aviara Pkwy -2"-143.0 AC-2 149.0 N 96
24 Gas Line Along Aviara Pkwy AC -143.7 AC-2 149.0 N 96
12/27/23 25 Driveway "A" Entrance Area (East)AC -143.1 AC-1 147.0 N 97
26 Driveway "A" Entrance Area (East)AC -142.8 AC-1 147.0 N 97
27 Driveway "A" Eastern Perimeter AC -144.2 AC-1 147.0 N 98
1/5/24 28 Waterline Removal, Aviara Pkwy AC -146.8 AC-1 147.0 N 99
29 Waterline Removal, Aviara Pkwy AC -144.9 AC-1 147.0 N 99
30 Waterline Removal, Aviara Pkwy AC -141.4 AC-1 147.0 N 96
1/16/24 31 Westbound Laurel Tree Ln, 15+86 AC -146.1 AC-1 147.0 N 99
32 Westbound Laurel Tree Ln, 14+45 AC -142.7 AC-1 147.0 N 97
33 Westbound Laurel Tree Ln, intersect AC -145.4 AC-1 147.0 N 99
5/14/24 34 Laurel Tree Lane AC -139.7 AC-1 147.0 N 95
35 Laurel Tree Lane AC -140.1 AC-1 147.0 N 95
36 Laurel Tree Lane AC -140.2 AC-1 147.0 N 95
37 Laurel Tree Lane AC -140.5 AC-1 147.0 N 96
38 Laurel Tree Lane AC -140.2 AC-1 147.0 N 95
39 Laurel Tree Lane AC -140.0 AC-1 147.0 N 95
40 Laurel Tree Lane AC -143.0 AC-1 147.0 N 97
5/30/24 41 SE Corner of Main Building AC -141.0 AC-1 147.0 N 96
42 SE Corner of Main Building AC -137.2 AC-1 147.0 N 93
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
ASPHALT
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 10 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Hveem
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
ASPHALT
43 SE Corner of Main Building AC -139.5 AC-1 147.0 N 95
44 South Garage Entrance AC -140.5 AC-1 147.0 N 96
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 11 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Hveem
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
ASPHALT
45 SW Corner of Main Building AC -140.6 AC-1 147.0 N 96
46 SW Corner of Main Building AC -139.8 AC-1 147.0 N 95
47 SW Corner of Main Building AC -139.7 AC-1 147.0 N 95
48 SW Corner of Main Building AC -140.1 AC-1 147.0 N 95
49 NW Corner of Main Building AC -140.5 AC-1 147.0 N 96
50 NW Corner of Main Building AC -139.8 AC-1 147.0 N 95
51 NW Corner of Main Building AC -139.5 AC-1 147.0 N 95
52 NW Corner of Main Building AC -140.1 AC-1 147.0 N 95
53 North Garage Entrance AC -139.7 AC-1 147.0 N 95
54 NE Corner of Main Building AC -140.6 AC-1 147.0 N 96
6/14/24 55 Laurel Tree Ln SE Corner Intersect AC -140.5 AC-1 147.0 N 96
56 Aviara Pkwy 26+25 AC -139.7 AC-1 147.0 N 95
57 Aviara Pkwy 26+05 AC -140.3 AC-1 147.0 N 95
58 Aviara Pkwy 26+60 AC -139.7 AC-1 147.0 N 95
59 Aviara Pkwy 26+90 AC -139.9 AC-1 147.0 N 95
60 Aviara Pkwy 26+95 AC -140.2 AC-1 147.0 N 95
3/27/25 61 Laurel Tree Ln.AC -142.4 AC-1 147.0 N 97
62 Laurel Tree Ln.AC -139.4 AC-1 147.0 N 95
63 Laurel Tree Ln.AC -137.5 AC-1 147.0 N 94
5/16/25 64 AC PVT Driveway "B" 24+05 (OB)AC -142.7 AC-1 147.0 N 97
65 AC PVT Driveway "B" 24+25 (IB)AC -141.4 AC-1 147.0 N 96
66 AC PVT Driveway "B" 24+35 (OB)AC -142.1 AC-1 147.0 N 97
67 AC PVT Driveway "B" 24+70 (OB)AC -141.6 AC-1 147.0 N 96
68 AC PVT Driveway "B" 25+15 (IB)AC -142.5 AC-1 147.0 N 97
69 AC PVT Driveway "B" 25+85 (OB)AC -141.3 AC-1 147.0 N 96
70 AC PVT Driveway "B" 26+30 (IB)AC -142.0 AC-1 147.0 N 97
71 AC PVT Driveway "B" 26+80 (OB)AC -141.8 AC-1 147.0 N 96
72 AC PVT Driveway "B" 27+00 (OB)AC -142.9 AC-1 147.0 N 97
73 AC PVT Driveway "B" 27+10 (IB)FG -140.8 AC-1 147.0 N 96
5/30/25 74 Aviara Parkway STA.# 6+15 AC -143.4 AC-1 147.0 N 97
75 Aviara Parkway STA.# 6+85 AC -142.8 AC-1 147.0 N 97
76 Aviara Parkway STA.# 7+40 AC -143.1 AC-1 147.0 N 97
77 Aviara Parkway STA.# 7+90 AC -142.3 AC-1 147.0 N 96
78 Aviara Parkway STA.# 8+50 AC -143.0 AC-1 147.0 N 97
79 Aviara Parkway STA.# 9+35 AC -142.7 AC-1 147.0 N 97
80 Aviara Parkway STA.# 6+50 AC -142.9 AC-1 147.0 N 97
81 Aviara Parkway STA.# 7+40 AC -141.8 AC-1 147.0 N 96
82 Aviara Parkway STA.# 8+80 AC -141.6 AC-1 147.0 N 96
83 Aviara Parkway STA.# 9+40 AC -142.3 AC-1 147.0 N 96
84 Aviara Parkway STA.# 6+70 AC -141.7 AC-1 147.0 N 96
85 Aviara Parkway STA.# 7+80 AC -141.5 AC-1 147.0 N 96
86 Aviara Parkway STA.# 9+00 AC -142.0 AC-1 147.0 N 96
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 12 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
7/10/23 1 Storm Drain Line "B" Sta. 9+95 -1.5'11.8 116.6 A 125.8 N 93
2 Storm Drain Line "B" Sta. 9+96 SG 12.4 119.4 A 125.8 N 95
3 Bypass Storm Drain Line Sta. 11+06 SG 10.3 123.6 D 127.0 N 97
4 Bypass Storm Drain Line Sta. 11+89 SG 11.1 121.1 A 125.8 N 96
7/12/23 5 Sewer Line @ Parking GL N/3.5 -2'12.4 116.9 A 125.8 N 93
6 Sewer Line @ Parking GL N/3.5 SG 13.2 119.8 A 125.8 N 95
7 Sewer Line @ Parking GL K.5/6 -2'12.8 118.7 A 125.8 N 94
8 Sewer Line @ Parking GL K.5/6 SG 14.1 120.3 A 125.8 N 96
9 Sewer Line @ Parking GL K.5/8.6 -2'11.9 116.8 A 125.8 N 93
10 Sewer Line @ Parking GL K.5/8.6 SG 12.3 121.1 A 125.8 N 96
11 Sewer Line @ Parking GL J/8.6 -2'14.3 117.5 A 125.8 N 93
12 Sewer Line @ Parking GL J/8.6 SG 12.7 119.7 A 125.8 N 95
7/14/23 13 Bypass Storm Drain Line Sta. 14+94 -2'13.1 114.8 B 123.0 N 93
14 Bypass Storm Drain Line Sta. 14+94 SG 12.2 117.5 B 123.0 N 96
15 Bypass Storm Drain Line Sta. 15+13 -2'14.3 113.5 B 123.0 N 92
16 Bypass Storm Drain Line Sta. 15+13 SG 12.8 118.2 B 123.0 N 96
17 Bypass Storm Drain Line Sta. 15+65 -2'13.5 112.8 B 123.0 N 92
18 Bypass Storm Drain Line Sta. 15+65 SG 11.9 117.2 B 123.0 N 95
7/17/23 19 Bypass Storm Drain Line Sta. 11+31 -2'11.8 112.5 B 123.0 N 91
20 Bypass Storm Drain Line Sta. 11+31 SG 12.4 119.4 B 123.0 N 97
21 Bypass Storm Drain Line Sta. 13+54 -2'10.3 113.5 B 123.0 N 92
22 Bypass Storm Drain Line Sta. 13+54 SG 11.1 117.1 B 123.0 N 95
7/19/23 23 Storm Drain Line 1 Sta. 15+22 -2'12.5 114.2 B 123.0 N 93
24 Storm Drain Line 1 Sta. 15+22 SG 12.5 118.2 B 123.0 N 96
25 Storm Drain Line 1 Sta. 16+34 -2'11.9 115.1 B 123.0 N 94
26 Storm Drain Line 1 Sta. 16+34 SG 13.2 120.8 B 123.0 N 98
27 Catch Basin Box Sta 13+54 -2'12.9 116.1 B 123.0 N 94
28 Catch Basin Box Sta 13+54 SG 13.3 120.5 B 123.0 N 98
7/20/23 29 Storm Drain Box Sta. 13+54 -2'12.1 115.1 B 123.0 N 94
30 Storm Drain Box Sta. 13+54 SG 11.6 116.4 B 123.0 N 95
31 Storm Drain Box Sta. 13+54 -2'12.3 114.5 B 123.0 N 93
32 Storm Drain Box Sta. 13+54 SG 13 118.1 B 123.0 N 96
7/21/2023 33 Storm Drain Box Sta. 13+54 -2'12.1 114.8 B 123.0 N 93
34 Storm Drain Box Sta. 13+54 SG 11.6 117.1 B 123.0 N 95
35 Storm Drain Box Sta. 13+54 -2'12.3 114.6 B 123.0 N 93
36 Storm Drain Box Sta. 13+54 SG 13 117.4 B 123.0 N 95
7/24/2023 37 Storm Drain Box Sta. 13+54 -2'12.1 115.4 B 123.0 N 94
38 Storm Drain Box Sta. 13+54 SG 11.6 117.3 B 123.0 N 95
39 Storm Drain Box Sta. 13+54 SG 12.3 118.2 B 123.0 N 96
40 Interior Line C/8.5 SG 13.1 114.2 B 123.0 N 93
41 Interior Line D/8.5 SG 12.8 116.2 B 123.0 N 94
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
STORM DRAIN
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 13 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
STORM DRAIN
7/31/2023 42 Storm Drain Box Sta. 16+76 -2'12.6 114.8 B 123.0 N 93
43 Storm Drain Box Sta. 16+76 SG 11.9 117.6 B 123.0 N 96
44 Storm Drain Box Sta. 16+22 -2'10.9 113.9 B 123.0 N 93
45 Storm Drain Box Sta. 16+22 SG 12.9 116.1 B 123.0 N 94
46 Storm Drain Box Sta. 15+12 -2'11.3 114.4 B 123.0 N 93
47 Storm Drain Box Sta. 15+12 SG 12.4 116.2 B 123.0 N 94
8/2/2023 48 Storm Drain Box Sta. 15+22 SG 12.6 113.4 B 123.0 N 92
49 Storm Drain Box Sta. 15+22 SG 11.9 116.8 B 123.0 N 95
50 Storm Drain Box Sta. 16+94 -2'10.9 114.0 B 123.0 N 93
51 Storm Drain Box Sta. 16+94 SG 12.9 116.6 B 123.0 N 95
10/26/23 52 Cleanout @ 21+38 -2'14.2 112.5 B 123.0 N 91
53 Cleanout @ 21+38 SG 13.4 117.8 B 123.0 N 96
54 Cleanout @ 67+91 -2'12.9 114.9 B 123.0 N 93
55 Cleanout @ 67+91 SG 13.6 119.4 B 123.0 N 97
11/28/23 56 Line 17+67 -2'12.2 114.7 B 123.0 N 93
57 Line 17+67 SG 10.6 117.5 B 123.0 N 96
58 Line 17+68 -2'12.8 114.3 B 123.0 N 93
59 Line 17+69 SG 11.2 116.5 B 123.0 N 95
12/4/23 60 Catch Basin 22+52 -2'14.2 114.7 B 123.0 N 93
61 Catch Basin 22+52 SG 12.5 118.1 B 123.0 N 96
62 Catch Basin 22+56 -2'13.1 115.6 B 123.0 N 94
63 Catch Basin 22+56 SG 12.7 118.9 B 123.0 N 97
64A Catch Basin 20+40 -2'12.2 116.2 B 123.0 N 94
65 Catch Basin 20+40 SG 11.3 120.2 B 123.0 N 98
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 14 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
1 Sewer Line @ Parking GL N/3.5 -2'12.4 116.9 A 125.8 N 93
2 Sewer Line @ Parking GL N/3.5 SG 13.2 119.8 A 125.8 N 95
3 Sewer Line @ Parking GL K.5/6 -2'12.8 118.7 A 125.8 N 94
4 Sewer Line @ Parking GL K.5/6 SG 14.1 118.8 A 125.8 N 94
5 Sewer Line @ Parking GL K.5/8.6 -2'11.9 116.8 A 125.8 N 93
6 Sewer Line @ Parking GL K.5/8.6 SG 12.3 121.1 A 125.8 N 96
7 Sewer Line @ Parking GL J/8.6 -2'14.3 117.5 A 125.8 N 93
8 Sewer Line @ Parking GL J/8.6 SG 12.7 119.7 A 125.8 N 95
7/12/23 9 Sewer Line @ Parking GL C/8.6 -2'13.1 114.9 A 125.8 N 91
10 Sewer Line @ Parking GL C/8.6 SG 12.8 120.5 A 125.8 N 96
11 Sewer Line @ Parking GL E/8.6 -2'14.1 115.2 A 125.8 N 92
12 Sewer Line @ Parking GL E/8.6 SG 13.8 119.6 A 125.8 N 95
13 Sewer Line @ Parking GL H/8.6 -2'12.6 115.9 A 125.8 N 92
14 Sewer Line @ Parking GL H/8.6 SG 12.1 121.1 A 125.8 N 96
15 Sewer Line @ Parking GL J/8.6 -2'13.5 116.1 A 125.8 N 92
16 Sewer Line @ Parking GL J/8.6 SG 12.2 119.9 A 125.8 N 95
7/24/23 17 Interior Sewer Line (J/4.5)SG 11.8 114.8 B 123.0 N 93
18 Interior Sewer Line (H/4.5)SG 12.4 115.2 B 123.0 N 94
9/26/23 19 Sewer Pump Station, Wall 7 10+00 -4'13.4 114.4 B 123.0 N 93
20 Sewer Pump Station, Wall 7 10+00 -2'12.8 116.1 B 123.0 N 94
21 Sewer Pump Station, Wall 7 10+00 SG 14.1 117.8 B 123.0 N 96
10/4/23 22 Aviara Pkwy SB Sewer Line -2'12.6 115.9 A 125.8 N 92
23 Aviara Pkwy SB Sewer Line SG 13.1 116.8 A 125.8 N 93
10/6/23 24 Aviara Pkwy East of SB Sewer Line -2'13.5 117.2 A 125.8 N 99
25 Aviara Pkwy East of SB Sewer Line SG 12.9 116.8 A 125.8 N 93
10/18/23 26 Sewerline SB of Aviara Pkwy -2'12.3 117.1 A 125.8 N 93
27 Sewerline SB of Aviara Pkwy SG 12.8 116.7 A 125.8 N 93
10/24/23 28 BMT, Wall 7 21+18.5 SG 12.1 118.9 B 123.0 N 97
29 BMT, Wall 7 21+32 SG 13.0 117.9 B 123.0 N 96
11/14/23 30 Sewer Line 21+55 -2'14.0 115.6 B 123.0 N 94
31 Sewer Line 21+55 SG 12.6 118.1 B 123.0 N 96
32 Sewer Line 22+15 -2'13.2 114.7 B 123.0 N 93
33 Sewer Line 22+15 SG 12.8 118.9 B 123.0 N 97
11/15/23 34 Manhole Sta. 2+57 SG 13.0 120.1 B 123.0 N 98
35 Manhole Sta. 20+33 SG 14.2 119.2 B 123.0 N 97
12/14/23 36 Sewer Pump Station @ 14.37 -2'13.5 115.7 B 123.0 N 94
37 Sewer Pump Station @ 14.37 SG 12.5 117.2 B 123.0 N 95
38 Sewer Pump Station @ 14.37 SG 14.2 118.3 B 123.0 N 96
8/21/24 39 North Line, Wall to Aviara 12+55 SG 7.7 119.0 C 129.0 N 92
40 North Line, Wall to Aviara 13+10 SG 9.8 120.0 C 129.0 N 93
41 North Line, Wall to Aviara 13+60 SG 8.0 119.0 C 129.0 N 92
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
SEWER
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 15 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
SEWER
42 North Line, Wall to Aviara 13+90 SG 8.5 119.0 C 129.0 N 92
43 North Line, Wall to Aviara 12+05 SG 9.7 120.0 C 129.0 N 93
44 North Line, Wall to Aviara 11+50 SG 10.0 120.0 C 129.0 N 93
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 16 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
7/17/2023 1 Water Line Trench Sta. 26+16 -2'12.6 115.4 A 125.8 N 92
2 Water Line Trench Sta. 26+16 SG 13.1 120.1 A 125.8 N 95
3 Water Line Trench Sta. 24+75 -2'11.9 116.6 A 125.8 N 93
4 Water Line Trench Sta. 24+75 SG 12.4 121.1 A 125.8 N 96
7/25/2023 5 Water Line Trench 23+52 SG 13.1 117.5 B 123.0 N 96
6 Water Line Trench 24+63 SG 11.8 116.9 B 123.0 N 95
7 Water Line Trench 24+75 SG 12.1 118.1 B 123.0 N 96
7/26/2023 8 Water Line Trench 23+52 SG 13.1 118.1 B 123.0 N 96
9 Water Line Trench 24+63 SG 11.8 117.3 B 123.0 N 95
10 Water Line Trench 24+75 SG 12.1 117.8 B 123.0 N 96
7/27/2023 11 Water Line Trench #22 N26'16'45 SG 13.1 118.1 B 123.0 N 96
12 Water Line Trench #22 N26'16'45 SG 11.8 117.3 B 123.0 N 95
13 Water Line Trench #22 N26'16'45 SG 12.1 117.8 B 123.0 N 96
8/2/2023 14 Water Line 24+73 SG 11.3 114.2 B 123.0 N 93
15 Water Line 24+88 SG 12.4 116.9 B 123.0 N 95
8/14/2023 16 Water Line 7+66 -2'13.3 117.3 B 123.0 N 95
17 Water Line 7+66 SG 12.2 116.9 B 123.0 N 95
8/15/2023 18 Fire Water Line Trench 9+02 -2'13.3 114.3 B 123.0 N 93
19 Fire Water Line Trench 9+02 SG 12.2 116.9 B 123.0 N 95
20 Water Line Trench 7+73 -2'12.6 115.2 B 123.0 N 94
21 Water Line Trench 7+73 SG 13.1 117.1 B 123.0 N 95
8/16/2023 22 Fire Water Line 7+61 -2'10.5 116.7 C 129.0 N 90
23 Fire Water Line 7+61 SG 9.8 117.5 C 129.0 N 91
24 Fire Water Line 9+02 -2'11.8 119.1 B 123.0 N 97
25 Fire Water Line 9+02 SG 11.2 117.1 B 123.0 N 95
8/17/2023 26 Water Line SB 7+73 SG 10.5 117.2 L 119.7 N 98
27 Water Line SB 7+73 -2'12.5 119.8 L 119.7 N 100
28 Water Line SB 7+73 SG 11.8 115.9 L 119.7 N 97
29 Water Line SB 7+61 SG 11.2 116.9 L 119.7 N 98
30 Water Line SB 7+61 -2'10.9 117.8 L 119.7 N 98
31 Water Line SB 7+61 SG 12.4 116.2 L 119.7 N 97
8/18/2023 32 Irrigation Water Line NB 7+66 -2'11.9 118.3 L 119.7 N 99
33 Irrigation Water Line NB 7+66 SG 12.5 119.8 K 125.5 N 95
34 Irrigation Water Line NB 7+66 -2'12.1 117.9 L 119.7 N 98
35 Irrigation Water Line NB 7+66 SG 11.5 119.5 L 119.7 N 99
36 Irrigation Water Line NB 7+66 SG 12.3 120.5 K 125.5 N 96
8/23/2023 37 Fire Water Line NB 9+02 SG 12.1 117.9 L 119.7 N 98
38 Fire Water Line NB 9+02 SG 12.9 118.4 L 119.7 N 99
39 Fire Water Line NB 9+02 SG 13.1 118.1 L 119.7 N 99
8/24/2023 40 Fire Water Line NB 7+61 -2'11.8 117.8 L 119.7 N 98
41 Fire Water Line NB 7+61 SG 12.1 116.9 L 119.7 N 98
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
WET UTILITIES
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 17 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
WET UTILITIES
42 Fire Water Line NB 7+61 SG 13 118.3 L 119.7 N 99
8/25/2023 43 Irrigation Water Line NB 7+66 SG 11.8 117.8 L 119.7 N 98
44 Irrigation Water Line NB 7+66 SG 10.1 119.7 K 125.5 N 95
45 Irrigation Water Line NB 7+66 SG 9.8 118.3 L 119.7 N 99
9/11/23 46 Fire Water Line N Bound 9+02.08 -2'12.1 117.4 B 123.0 N 95
47 Fire Water Line N Bound 9+02.09 SG 12.5 117.0 H 117.6 N 99
48 Fire Water Line N Bound 7+61.69 -2 13.1 116.9 B 123.0 N 95
49 Fire Water Line N Bound 7+61.70 SG 12 117.5 L 119.7 N 98
9/20/23 50 Waterline (West) N72 15'56"E -2'12.4 117.4 B 123.0 N 95
51 Waterline (Middle) N72 15'56"E -2'11.8 117.1 B 123.0 N 95
52 Waterline (East) N72 15'56"E -2'13.1 115.8 B 123.0 N 94
9/21/23 53 Waterline (West) N72 15'56"E SG 12.4 117.2 B 123.0 N 95
54 Waterline (Middle) N72 15'56"E SG 11.8 118.0 B 123.0 N 96
55 Waterline (East) N72 15'56"E SG 13.1 116.8 B 123.0 N 95
56 Fire Waterline N72 10'53"E -1.0 14.1 116.7 B 123.0 N 95
57 Fire Waterline N72 10'53"E SG 12.9 120.1 B 123.0 N 98
9/24/23 58 Waterline (Northbound) 7+73.11 -2'12.5 116.9 B 123.0 N 95
59 Waterline (Northbound) 7+73.12 SG 11.8 117.1 B 123.0 N 95
60 Waterline (Northbound) 7+73.13 SG 13.1 117.5 B 123.0 N 96
10/10/23 61 Waterline @ Aviara & Laurel -2'10.5 110.2 H 117.6 N 94
62 Waterline @ Aviara & Laurel SG 12.2 117.1 L 119.7 N 98
10/30/23 63 Fire Line @ SB Aviara 9+02.08 SG 8.5 115.7 H 117.6 N 98
64 Waterline @ Aviara 7+73.11 SG 7.4 118.9 K 125.5 N 95
65 Fire Line @ SB Aviara 9+02.08 SG 6.9 122.0 K 125.5 N 97
66 Irrigation Line @ SB Aviara 7+61.69 SG 9.2 120.6 K 125.5 N 96
67 Sewer Line @ SB Aviara 6+64.01 SG 5.9 118.2 L 119.7 N 99
10/31/23 68 Fire Line @ SB Aviara 9+02.08 SG 7.0 117.0 L 119.7 N 98
69 Water Line @ SB Aviara 7+73.11 SG 8.1 119.1 K 125.5 N 95
70 Fire Line @ SB Aviara 9+02.08 SG 9.3 120.2 K 125.5 N 96
71 Irrigation Line @ SB Aviara 7+61.69 SG 6.7 118.3 L 119.7 N 99
72 Sewer Line @ SB Aviara 6+64.01 SG 7.2 121.2 K 125.5 N 97
11/3/23 73 Fire Water Line @ 22+81 FG 13.2 115.1 B 123.0 N 94
74 Fire Water Line @ 22+81 SG 12.8 119.5 B 123.0 N 97
75 Fire Water Line @ 24+75 -2'12.1 118.8 B 123.0 N 97
76 Fire Water Line @ 24+75 SG 13.7 120.4 B 123.0 N 98
11/6/23 77 Fire Water Line @ 17+9 -2'13.2 115.1 B 123.0 N 94
78 Fire Water Line @ 17+9 SG 14.2 117.8 B 123.0 N 96
79 Fire Water Line @ 21+54 -2'12.8 118.7 B 123.0 N 97
80 Fire Water Line @ 21+54 SG 13.7 116.4 B 123.0 N 95
11/8/2023 81 Fire Water Line @ 22+38 -2'13.2 114.1 B 123.0 N 93
82 Fire Water Line @ 22+38 SG 14.2 117.8 B 123.0 N 96
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 18 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
WET UTILITIES
83 Fire Water Line @ 23+26 -2'12.8 113.7 B 123.0 N 92
84 Fire Water Line @ 23+26 SG 13.7 116.4 B 123.0 N 95
11/9/23 85 Fire Water Line @ 23+26 -2'10.2 116.6 D 127.0 N 92
86 Fire Water Line @ 23+26 SG 12.3 120.1 B 123.0 N 98
87 Fire Water Line @ 24+13 -2'11.4 117.2 B 123.0 N 95
88 Fire Water Line @ 24+13 SG 12.0 119.3 B 123.0 N 97
11/3/23 89 Fire Water Line @ 22+81 -2'13.2 115.1 B 123.0 N 94
90 Fire Water Line @ 22+81 SG 12.8 119.5 B 123.0 N 97
91 Fire Water Line @ 24+75 -2'12.1 118.8 B 123.0 N 97
92 Fire Water Line @ 24+75 SG 13.7 120.4 B 123.0 N 98
11/6/23 93 Fire Water Line @ 17+9 -2'13.2 115.1 B 123.0 N 94
94 Fire Water Line @ 17+9 SG 14.2 117.8 B 123.0 N 96
95 Fire Water Line @ 21+54 -2'12.8 118.7 B 123.0 N 97
96 Fire Water Line @ 21+54 SG 13.7 116.4 B 123.0 N 95
11/8/2023 97 Fire Water Line @ 22+38 -2'13.2 114.1 B 123.0 N 93
98 Fire Water Line @ 22+38 SG 14.2 117.8 B 123.0 N 96
99 Fire Water Line @ 23+26 -2'12.8 113.7 B 123.0 N 92
100 Fire Water Line @ 23+26 SG 13.7 116.4 B 123.0 N 95
11/9/23 101 Fire Water Line @ 23+26 -2'10.2 116.6 D 127.0 N 92
102 Fire Water Line @ 23+26 SG 12.3 120.1 B 123.0 N 98
103 Fire Water Line @ 24+13 -2'11.4 117.2 B 123.0 N 95
104 Fire Water Line @ 24+13 SG 12.0 119.3 B 123.0 N 97
1/5/23 105 Waterline Removal Along Aviara Pkwy SG 8.3 120.2 C 129.0 N 93
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate
Aviara Apartments West
1205 Aviara Pkwy
Carlsbad, CA
GeoTek, Inc.12/29/2025
Project No.: 3740-SD
Page 19 of 19
DATE Test
No.Location Elev/
Depth
Moisture
Content
(%)
Dry
Density
(pcf)
Soil
Type
Maximum
Density
(pcf)
Test
Type
Relative
Compaction
(%)
10/4/23 1 Electrical Line @ Segment 3 -2'11.8 114.1 B 123.0 N 93
2 Electrical Line @ Segment 3 SG 12.2 116.1 B 123.0 N 94
10/18/23 3 Electrical Line @ WB Laurel Tree SG 13.1 117.7 B 123.0 N 96
4 Electrical Line @ WB Laurel Tree SG 14.2 115.7 B 123.0 N 94
10/19/23 5 Electrical Line @ WB Laurel Tree SG 14.1 118.1 B 123.0 N 96
6 Electrical Line @ WB Laurel Tree SG 13.2 116.7 B 123.0 N 95
10/24/23 7 Corner of Property 17+68 -10'11.7 115.9 B 123.0 N 94
8 Corner of Property 17+68 -8'13.2 116.7 B 123.0 N 95
9 Corner of Property 17+68 -7'12.7 117.7 B 123.0 N 96
10 Corner of Property 17+68 -5'13.4 116.9 B 123.0 N 95
11 Gas Line NB Avaria Pkwy SG 14.2 118.8 K 125.5 N 95
12 Gas Line NB Avaria Pkwy SG 13.5 120.2 K 125.5 N 96
10/25/23 13 Electrical Line @ SB Aviara Pkwy SG 13.2 117.1 L 119.7 N 98
14 Electrical Line @ SB Aviara Pkwy SG 12.9 117.1 L 119.7 N 98
15 Corner of Property 17+68 -5'14.2 115.7 B 123.0 N 94
16 Corner of Property 17+68 -2'13.4 118.9 B 123.0 N 97
17 Corner of Property 17+68 SG 12.9 122.0 B 123.0 N 99
10/26/23 18 Electrical Line @ NB Aviara Pkwy -2'12.2 117.8 L 119.7 N 98
19 Electrical Line @ NB Aviara Pkwy SG 13.0 116.4 H 117.6 N 99
20 Electrical Line @ NB Aviara Pkwy SG 12.7 118.1 L 119.7 N 99
12/21/23 21 Electrical Line @ 11+85 SG 13.4 118.6 B 123.0 N 96
22 Electrical Line @ 13+12 SG 12.6 119.2 B 123.0 N 97
12/29/23 23 Electrical Line @ 11+85 -2'12.9 115.7 B 123.0 N 94
24 Electrical Line @ 11+85 SG 14.1 117.1 B 123.0 N 95
25 Electrical Line @ 26+86 -2'13.4 117.8 B 123.0 N 96
26 Electrical Line @ 26+86 SG 12.8 118.1 B 123.0 N 96
1/8/24 27 Electrical & Gas Line 11+85 SG 13.1 120.2 B 123.0 N 98
28 Electrical & Gas Line 26+86 SG 12.2 117.8 B 123.0 N 96
1/12/24 29 Electrical & Gas Line 11+85 SG 13.3 116.5 B 123.0 N 95
30 Electrical & Gas Line 26+86 SG 12.6 117.3 B 123.0 N 95
1/17/24 31 Dry Line @ 23+72 SG 12.2 117.1 B 123.0 N 95
32 Dry Line @ 24+38 SG 13.4 118.2 B 123.0 N 96
33 Dry Line @ 26+53 SG 12.6 117.8 B 123.0 N 96
3/13/24 34 Electrical Trench Backfill (South)SG 9.5 116.5 F 127.5 N 91
35 Electrical Trench Backfill (South)SG 10.4 115.4 F 127.5 N 91
36 Electrical Trench Backfill (South)SG 10.9 115.8 F 127.5 N 91
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
DRY UTILITIES
Note:
N = Nuclear Gauge Test
FG = Finished Grade Test
SG = Finished Subgrade Test
All elevations are approximate