HomeMy WebLinkAboutAMEND 2019-0004; CHICK-FIL-A; FINAL SOILS REPORT; 2024-06-13
June 13, 2024
Chick-Fil-A, Inc.
105 Progress, Suite 100
Irvine, California 92618
Attention: Mr. Kurt Ebner
Principal Construction Lead
Subject: Final Compaction Report
Proposed Chick-fil-A Restaurant #04306
I-5 and Palomar FSU
5848 Avenida Encinas
Carlsbad, California
Giles Project No. 2M-2207001
References: Building Pad Compaction Report, Proposed Chick-fil-A Restaurant #4306, I-5 and
Palomar FSU, 5850 Avenida Encinas, Carlsbad, California, prepared by Giles
Engineering Associates, Inc., dated November 3, 2023, Project No. 2M-2207001.
Geotechnical Response to City of Carlsbad Comments, Proposed Chick-fil-A
Restaurant #4306, I-5 and Palomar FSU, 5850 Avenida Encinas, Carlsbad, California,
prepared by Giles Engineering Associates, Inc., dated March 17, 2023, Project No. 2G-
1808005-R2.
Geotechnical Engineering Exploration and Analysis, Proposed Chick-fil-A Restaurant
#4306, I-5 and Palomar FSU, 5850 Avenida Encinas, Carlsbad, California, prepared by
Giles Engineering Associates, Inc., dated November 16, 2021, revised November 23,
2022, Project No. 2G-1808005-R2.
Dear Mr. Ebner:
Giles Engineering Associates, Inc. (Giles) is pleased to present the results of our final geotechnical
testing services for the new Chick-fil-A restaurant located at the subject site. Giles’ work consisted of
soil observation and compaction during site grading.
SUMMARY OF EARTHWORK OPERATION AND TESTING
Our geotechnical field services for this project included observation and compaction testing for
subgrade and aggregate base for the construction of building pad areas as referenced above
(including performing footing inspections), trash enclosure and canopy footings, utility trenches, storm
infiltration system, grease interceptor, and parking areas. These observation and testing services
described herein were initiated on October 19, 2023, and continued to date, with final observations
and compaction testing on June 11, 2024.
Final Compaction Report
Proposed Chick-fil-A Restaurant #4306
I-5 and Palomar FSU
5848 Avenida Encinas
Carlsbad, California
Giles Project No. 2M-2207001
Page 2
A total of nearly 300 field density tests were performed with Test No. 9 to 269 performed during the
post building pad grading (Report for Building Pad Compaction issued November 3, 2023) portion of
the project to document that the compacted fill met project specifications. The approximate locations
of these tests are shown in Figure 1. The field density tests were conducted with a nuclear density
gauge in accordance with ASTM 6938-10 (replaced ASTM D2922 and ASTM D3017). The following
sections briefly described the results of our observation and testing.
Footing Observation and Testing
The bottoms of the footing excavations were probed with a small diameter steel probe and assessed
to be firm and dense. Footings were observed to be excavated per plan (length/width/depth) and
founded in competent materials. The bearing suitability of the soils was also checked using a
Dynamic Cone Penetration (DCP) instrument. Any loose soils at the footing bottom were removed and
recompacted. The results using DCP testing documented that the soils possess an allowable soil
bearing pressure in excess of the design value recommended in our geotechnical report.
Grease Interceptor Observation and Testing
Grease interceptor locations were observed to be excavated to planned depths of approximately 9
feet below existing grade. The bottom excavation was probed with a small diameter steel probe rod
and assessed to be firm and dense. We monitored the placement of a 6-inch to 8-inch lift of gravel at
the bottom of the excavation. In addition, we monitored the backfilling operation and conducted
compaction testing on an on-call basis with a nuclear gauge to document that at least 90 percent
relative compaction was achieved at the test locations.
Utility Line Trench Observation and Testing
Backfill observation and testing for the onsite electrical line, sewer line, domestic water line, fire line,
storm drain, and gas line were performed. The soils were compacted in lifts of about 6 to 8 inches in
thickness. Giles monitored the backfill operation and conducted compaction tests on an on-call basis
with a nuclear gauge to document that at least 90 percent (or 95 percent for utility lines within the
parking lot, and subgrade within the upper 12 inches of pavement subgrade) relative compaction was
achieved at the test locations.
Trash Enclosure and Patio Canopy Footing Observation
Trash enclosure and patio canopy footings were observed to be excavated per plan
(length/width/depth) and founded in competent materials. The bottoms of the footing excavations were
probed with a small diameter steel probe rod and assessed to be firm and dense. The bearing
suitability of the soils was also checked using a Dynamic Cone Penetration (DCP) instrument.
Retention System Observation
Retention system excavation was observed to be excavated to planned depths of approximately 4 ½
feet below grade. We monitored the placement of 4 inches of ¾ inch gravel at the bottom of the
excavation. Retention system concrete boxes were placed on top of ¾ inch gravel and approved
bottom. The 4-inches of ¾ inch gravel was placed on the top and all sides in between the retention
Final Compaction Report
Proposed Chick-fil-A Restaurant #4306
I-5 and Palomar FSU
5848 Avenida Encinas
Carlsbad, California
Giles Project No. 2M-2207001
Page 3
system and excavation. We monitored the backfill operation and conducted compaction tests on an
on-call basis with a nuclear gauge to document that at least 95 percent relative compaction was
achieved at the test locations.
Off-Site Curbs, Off-site Sidewalks, Patio and Parking Lot Areas Observation and Testing
Subgrade soils within the parking areas, off-site curbs, off-site sidewalks and patio were generally
graded, including moisture conditioning, and compacting using a vibrating roller, to at least 95 percent
of the maximum dry density, for the upper 12 inches of subgrade, and 90 percent below 12 inches
based on Modified Proctor (ASTM D1557) per the project geotechnical recommendations.
Imported aggregate base was placed within the parking area, both for parking stalls and off-site trench
areas. These materials were moisture conditioned and compacted to at least 95 percent of the
maximum dry density based on Modified Proctor (ASTM D1557). Asphaltic concrete was placed on
the compacted base in the parking lot area.
Laboratory Testing
Laboratory testing was completed during our Geotechnical Services to determine soil parameters and
suitability for use as structural fill. The laboratory testing program was conducted in general
accordance with the procedures recommended by the American Society for Testing and Materials
(ASTM) and/or other relative specifications. Results of the laboratory tests are summarized in Table 2
and 3 and below.
Proctor Maximum Dry Density and Optimum Moisture
The determination of the maximum dry density at optimum moisture content was completed on select
bulk representative samples to determine the relative density of our test results. The Modified Proctor
testing was completed in accordance with Test Method D 1557.
GILES ENGINEERING
ASSOCIATES, INC.
DENSITY TEST LOCATION PLAN
Proposed Chick-fil-A Restaurant #4306
I-5 and Palomar FSU
5848 Avenida Encinas
Carlsbad, California
Figure By
J.G.A
Map No.
N/A
Date
6/13/2024
Project No.
2M-2207001
Figure No.
1
Section 2 Section 1
Section 3
Final Compaction Report
Proposed Chick-fil-A Restaurant #04306
I-5 and Palomar FSU
5848 Avenida Encinas
Carlsbad, California
Project No. 2M-2207001
TABLE 1
SUMMARY OF FIELD DENSITY TESTS
Test
No. Date
Test
El.
(ft.)
Soil
ID
Opt.
Moisture
%
Max
Lab
Density
(pcf)
In-Place
Moisture
(%)
In-
Place
Dry
Density
(pcf)
In-Place
Percent
Compaction
Specified
Percent
Compaction
A B C Test
Location
1 10/20/23 -3 1 10.0 124.0 14.6 116.8 94 90 X BP (1)
2 10/20/23 -3 1 10.0 124.0 15.1 115.3 92 90 X BP (1)
3 10/23/23 -2 1 10.0 124.0 16.0 114.6 92 90 X BP (1)
4 10/23/23 -2 1 10.0 124.0 15.9 113.2 91 90 X BP (1)
5 10/24/23 -1 1 10.0 124.0 15.5 112.7 90 90 X BP (1)
6 10/24/23 -1 1 10.0 124.0 16.3 113.8 91 90 X BP (1)
7 10/25/23 FG 1 10.0 124.0 14.3 115.1 92 90 X BP (1)
8 10/25/23 FG 1 10.0 124.0 13.7 116.0 93 90 X BP (1)
9 10/30/2023 -2 1 10.0 124.0 11.3 118.3 95 95 X P (1)
10 10/30/2023 -1 1 10.0 124.0 10.8 119.1 96 95 X P (3)
11 10/30/2023 -1 1 10.0 124.0 11.1 119.5 96 95 X PA (3)
12 10/30/2023 FG 1 10.0 124.0 10.4 120.2 96 95 X PA (3)
13 10/30/2023 FG 1 10.0 124.0 10.7 121.4 97 95 X P (3)
14 11/7/2023 FG 1 10.0 124.0 11.1 118.5 95 95 X SD (3)
15 11/7/2023 FG 1 10.0 124.0 10.8 118.0 95 95 X SD (3)
16 11/21/2023 -1 1 10.0 124.0 9.1 119.4 96 95 X SLT (1)
17 11/21/2023 -1 1 10.0 124.0 9.5 117.9 95 95 X SLT (1)
18 11/21/2023 -1 1 10.0 124.0 10.2 118.2 95 95 X SLT (2)
19 11/21/2023 -1 1 10.0 124.0 11.1 118.1 95 95 X SLT (2)
20 11/21/2023 -1 1 10.0 124.0 12.2 119.7 96 95 X SLT (2)
21 11/22/2023 -1 1 10.0 124.0 11.3 117.9 95 95 X DWLT
(1)
22 11/22/2023 -1 1 10.0 124.0 10.2 118.2 95 95 X DWLT
(1)
23 11/22/2023 FG 1 10.0 124.0 10.4 119.6 96 95 X DWLT
(1)
24 11/22/2023 FG 1 10.0 124.0 10.3 120.9 97 95 X DWLT
(1)
25 11/22/2023 FG 1 10.0 124.0 9.8 117.8 95 95 X DWLT
(1)
26 11/27/2023 FG 1 10.0 124.0 6.4 117.9 95 95 X ETL (1)
27 11/27/2023 FG 1 10.0 124.0 7.9 118.1 95 95 X ETL (1)
28 11/27/2023 FG 1 10.0 124.0 7.6 118.2 95 95 X ETL (1)
29 11/27/2023 FG 1 10.0 124.0 8.5 114.4 92 95 X ETL (1)
30 11/27/2023 FG 1 10.0 124.0 8.5 119.0 95 95 X X ETL (1)
31 12/8/2023 FG 1 10.0 124.0 5.0 117.9 95 95 X FLT (2)
32 12/8/2023 FG 1 10.0 124.0 7.0 119.1 96 95 X FLT (2)
33 12/8/2023 FG 1 10.0 124.0 9.4 118.3 95 95 X FLT (2)
34 12/8/2023 FG 1 10.0 124.0 11.1 117.8 95 95 X FLT (2)
35 12/12/2023 -4 1 10.0 124.0 11.1 118.5 95 90 X FLT (2)
36 12/12/2023 -3 1 10.0 124.0 9.4 119.0 95 90 X FLT (2)
37 12/12/2023 -2 1 10.0 124.0 7.2 118.4 95 90 X FLT (2)
38 12/12/2023 -1 1 10.0 124.0 8.5 119.2 96 95 X FLT (2)
39 12/12/2023 FG 1 10.0 124.0 9.2 120.0 96 95 X FLT (2)
39A 1/8/2024 FG 2 9.0 123.0 9.8 117.6 95 95 X SRS (2)
40 1/8/2024 FG 2 9.0 123.0 10.2 118.4 96 95 X SRS (2)
41 1/8/2024 FG 2 9.0 123.0 10.4 120.2 97 95 X SRS (2)
Final Compaction Report
Proposed Chick-fil-A Restaurant #04306
I-5 and Palomar FSU
5848 Avenida Encinas
Carlsbad, California
Project No. 2M-2207001
Test
No. Date
Test
El.
(ft.)
Soil
ID
Opt.
Moisture
%
Max
Lab
Density
(pcf)
In-Place
Moisture
(%)
In-
Place
Dry
Density
(pcf)
In-Place
Percent
Compaction
Specified
Percent
Compaction
A B C Test
Location
42 1/8/2024 FG 2 9.0 123.0 9.6 117.9 95 95 X SRS (2)
43 1/12/2024 -1 2 9.0 123.0 9.7 119.9 97 95 X SLT (1)
44 1/12/2024 -1 2 9.0 123.0 10.1 120.1 97 95 X SLT (3)
45 1/12/2024 FG 2 9.0 123.0 9.3 121.0 98 95 X SLT (1)
46 1/12/2024 FG 2 9.0 123.0 9.8 118.6 96 95 X SLT (3)
47 2/23/2024 Base 3 7.0 120.0 7.7 117.6 98 95 X TE (1)
48 2/23/2024 Base 3 7.0 120.0 6.9 116.9 97 95 X CG (2)
49 2/23/2024 Base 3 7.0 120.0 7.0 118.1 98 95 X CG (2)
50 2/23/2024 Base 3 7.0 120.0 7.3 118.3 98 95 X CG (2)
51 2/23/2024 Base 3 7.0 120.0 7.1 117.0 97 95 X CG (2)
52 2/23/2024 Base 3 7.0 120.0 7.8 117.3 97 95 X CG (2)
53 2/26/2024 FG 2 9.0 123.0 114.4 107.9 87 95 X SW (1)
54 2/26/2024 FG 2 9.0 123.0 12.0 118.4 96 95 X X SW (1)
55 2/26/2024 FG 2 9.0 123.0 12.2 117.8 95 95 X SW (1)
56 2/26/2024 FG 2 9.0 123.0 15.3 117.6 95 95 X SW (1)
57 2/26/2024 FG 2 9.0 123.0 13.8 110.9 90 95 X SW (1)
58 2/26/2024 FG 2 9.0 123.0 4.6 117.5 95 95 X X SW (1)
59 2/26/2024 FG 2 9.0 123.0 14.3 117.3 95 95 X P (1)
60 2/26/2024 Base 3 7.0 120.0 4.0 116.8 97 95 X P (1)
61 2/26/2024 Base 3 7.0 120.0 5.0 119.3 99 95 X SW (1)
62 2/27/2024 Base 3 7.0 120.0 5.4 119.1 99 95 X SW (1)
63 2/27/2024 Base 3 7.0 120.0 8.3 116.4 97 95 X SW (1)
64 2/27/2024 Base 3 7.0 120.0 6.8 115.2 96 95 X CG (2)
65 2/27/2024 Base 3 7.0 120.0 5.5 117.7 98 95 X CG (2)
66 2/27/2024 Base 3 7.0 120.0 5.5 118.2 98 95 X CG (2)
67 2/27/2024 Base 3 7.0 120.0 4.9 117.6 98 95 X CG (2)
68 2/27/2024 Base 3 7.0 120.0 4.6 115.4 96 95 X SW (1)
69 2/27/2024 Base 3 7.0 120.0 5.0 118.4 98 95 X SW (1)
70 2/27/2024 Base 3 7.0 120.0 7.5 117.4 97 95 X TE (1)
71 2/27/2024 Base 3 7.0 120.0 7.3 117.3 97 95 X TE (1)
72 3/8/2024 Base 4 10.0 122.0 10.3 113.5 93 95 X CG (3)
73 3/8/2024 Base 4 10.0 122.0 11.1 116.4 95 95 X CG (3)
74 3/8/2024 Base 4 10.0 122.0 12.5 121.2 99 95 X CG (3)
75 3/8/2024 Base 4 10.0 122.0 10.0 118.1 96 95 X CG (3)
76 3/8/2024 Base 4 10.0 122.0 11.6 117.9 96 95 X CG (3)
77 3/8/2024 Base 4 10.0 122.0 13.4 116.7 95 95 X CG (3)
78 3/8/2024 Base 4 10.0 122.0 13.1 116.3 95 95 X CG (3)
79 3/8/2024 Base 4 10.0 122.0 14.0 116.2 95 95 X CG (3)
80 3/19/2024 Base 4 10.0 122.0 8.4 117.8 96 95 X PA (1)
81 3/19/2024 Base 4 10.0 122.0 10.4 116.8 95 95 X PA (2)
82 3/19/2024 Base 4 10.0 122.0 8.9 118.9 97 95 X PA (2)
83 3/19/2024 Base 4 10.0 122.0 8.4 120.9 99 95 X PA (2)
84 3/26/2024 Asphalt 5 - 148.6 4.1 142.2 95 95 X PA (1)
85 3/26/2024 Asphalt 5 - 148.6 3.8 141.6 95 95 X PA (1)
86 3/26/2024 Asphalt 5 - 148.6 3.7 145.9 98 95 X PA (1)
87 3/26/2024 Asphalt 5 - 148.6 3.8 144.0 96 95 X PA (1)
88 3/26/2024 Asphalt 5 - 148.6 3.8 143.2 96 95 X PA (1)
89 3/26/2024 Asphalt 5 - 148.6 3.9 142.5 95 95 X PA (1)
90 3/26/2024 Asphalt 5 - 148.6 3.9 142.1 95 95 X PA (3)
91 3/26/2024 Asphalt 5 - 148.6 3.9 141.8 95 95 X PA (3)
Final Compaction Report
Proposed Chick-fil-A Restaurant #04306
I-5 and Palomar FSU
5848 Avenida Encinas
Carlsbad, California
Project No. 2M-2207001
Test
No. Date
Test
El.
(ft.)
Soil
ID
Opt.
Moisture
%
Max
Lab
Density
(pcf)
In-Place
Moisture
(%)
In-
Place
Dry
Density
(pcf)
In-Place
Percent
Compaction
Specified
Percent
Compaction
A B C Test
Location
92 3/26/2024 Asphalt 5 - 148.6 3.9 142.2 95 95 X PA (3)
93 3/26/2024 Asphalt 5 - 148.6 3.2 146.9 98 95 X PA (3)
94 3/26/2024 Asphalt 5 - 148.6 3.7 145.9 98 95 X PA (3)
95 3/26/2024 Asphalt 5 - 148.6 4.3 144.0 96 95 X PA (3)
96 3/26/2024 Asphalt 5 - 148.6 4.3 146.4 98 95 X PA (3)
97 3/26/2024 Asphalt 5 - 148.6 5.1 143.1 96 95 X PA (3)
98 3/26/2024 Asphalt 5 - 148.6 5.0 145.6 97 95 X PA (3)
99 3/26/2024 Asphalt 5 - 148.6 4.8 144.3 97 95 X PA (3)
100 3/26/2024 Asphalt 5 - 148.6 6.3 141.5 95 95 X PA (3)
101 3/26/2024 Asphalt 5 - 148.6 5.8 141.2 95 95 X PA (3)
102 3/26/2024 Asphalt 5 - 148.6 5.8 144.2 97 95 X PA (2)
103 3/26/2024 Asphalt 5 - 148.6 7.1 146.4 98 95 X PA (2)
104 3/26/2024 Asphalt 5 - 148.6 6.7 144.2 97 95 X PA (2)
105 3/26/2024 Asphalt 5 - 148.6 8.4 142.3 95 95 X PA (2)
106 3/26/2024 Asphalt 5 - 148.6 6.1 141.8 95 95 X PA (2)
107 3/26/2024 Asphalt 5 - 148.6 7.1 144.4 97 95 X PA (2)
108 3/26/2024 Asphalt 5 - 148.6 5.6 143.2 96 95 X PA (2)
109 3/26/2024 Asphalt 5 - 148.6 6.5 141.5 95 95 X PA (2)
110 3/26/2024 Asphalt 5 - 148.6 7.7 142.0 95 95 X PA (2)
111 3/26/2024 Asphalt 5 - 148.6 5.2 145.4 97 95 X PA (2)
112 4/3/2024 -1 2 9.0 123.0 10.2 117.6 95 95 X PA (3)
113 4/3/2024 -1 2 9.0 123.0 9.9 120.7 98 95 X PA (3)
114 4/3/2024 -1 2 9.0 123.0 9.5 118.1 96 95 X PA (3)
115 4/3/2024 -1 2 9.0 123.0 9.4 116.1 94 95 X PA (3)
116 4/3/2024 -1 2 9.0 123.0 20.7 107.9 87 95 X PA (3)
117 4/3/2024 -1 2 9.0 123.0 10.3 118.7 96 95 X X PA (3)
118 4/4/2024 Asphalt 5 - 148.6 5.4 141.8 95 95 X PA (3)
119 4/4/2024 Asphalt 5 - 148.6 4.1 143.2 96 95 X PA (3)
120 4/4/2024 Asphalt 5 - 148.6 4.2 142.0 95 95 X PA (3)
121 4/4/2024 Asphalt 5 - 148.6 4.8 141.5 95 95 X PA (3)
122 4/4/2024 Asphalt 5 - 148.6 4.6 144.9 97 95 X PA (3)
123 4/17/2024 FG 2 9.0 123.0 15.8 116.9 95 95 X ST (2)
124 4/17/2024 FG 2 9.0 123.0 15.3 116.9 95 95 X ST (2)
125 4/17/2024 FG 2 9.0 123.0 14.2 121.0 98 95 X ST (2)
126 4/17/2024 FG 2 9.0 123.0 17.9 113.6 92 95 X ST (2)
127 4/17/2024 FG 2 9.0 123.0 11.6 119.0 96 95 X ST (2)
128 4/17/2024 FG 2 9.0 123.0 12.6 117.1 95 95 X ST (2)
129 4/17/2024 FG 2 9.0 123.0 10.5 114.7 93 95 X ST (3)
130 4/17/2024 FG 2 9.0 123.0 10.3 119.4 97 95 X ST (3)
131 4/17/2024 FG 2 9.0 123.0 14.8 116.8 95 95 X ST (2)
132 4/17/2024 FG 2 9.0 123.0 11.2 119.5 97 95 X ST (2)
132A 4/19/2024 FG 2 9.0 123.0 8.3 118.3 96 95 X ST (3)
133 4/19/2024 FG 2 9.0 123.0 6.5 116.9 95 95 X ST (3)
134 4/19/2024 FG 2 9.0 123.0 7.1 117.2 95 95 X ST (3)
135 4/19/2024 FG 2 9.0 123.0 8.8 118.1 96 95 X ST (3)
136 4/23/2024 FG 2 9.0 123.0 6.3 117.4 95 95 X PAA (3)
137 4/23/2024 FG 2 9.0 123.0 11.8 117.3 95 95 X PAA (3)
138 4/23/2024 FG 2 9.0 123.0 12.1 116.7 94 95 X PAA (3)
139 4/23/2024 FG 2 9.0 123.0 11.9 118.0 95 95 X PAA (3)
140 4/23/2024 FG 2 9.0 123.0 13.5 118.0 95 95 X PAA (3)
Final Compaction Report
Proposed Chick-fil-A Restaurant #04306
I-5 and Palomar FSU
5848 Avenida Encinas
Carlsbad, California
Project No. 2M-2207001
Test
No. Date
Test
El.
(ft.)
Soil
ID
Opt.
Moisture
%
Max
Lab
Density
(pcf)
In-Place
Moisture
(%)
In-
Place
Dry
Density
(pcf)
In-Place
Percent
Compaction
Specified
Percent
Compaction
A B C Test
Location
141 4/23/2024 FG 2 9.0 123.0 13.2 117.8 95 95 X PAA (3)
142 4/25/2024 FG 2 9.0 123.0 7.3 118.1 96 95 X PAA (3)
143 4/25/2024 FG 2 9.0 123.0 6.8 118.4 96 95 X PAA (3)
144 4/25/2024 FG 2 9.0 123.0 9.1 116.9 95 95 X PAA (3)
145 4/25/2024 FG 2 9.0 123.0 15.4 121.1 98 95 X PAA (3)
146 4/25/2024 FG 2 9.0 123.0 9.9 120.1 97 95 X PAA (3)
147 4/25/2024 FG 2 9.0 123.0 11.4 119.2 96 95 X CG (3)
148 4/25/2024 FG 2 9.0 123.0 16.0 116.9 95 95 X CG (3)
149 4/25/2024 FG 2 9.0 123.0 13.4 118.3 96 95 X CG (2)
150 4/25/2024 FG 2 9.0 123.0 10.2 121.9 99 95 X CG (2)
151 4/25/2024 FG 2 9.0 123.0 9.8 118.1 96 95 X CG (2)
152 4/25/2024 FG 2 9.0 123.0 9.8 117.2 95 95 X CG (3)
153 4/25/2024 FG 2 9.0 123.0 6.1 119.6 97 95 X CG (3)
154 4/25/2024 FG 2 9.0 123.0 8.5 120.8 98 95 X CG (3)
155 4/25/2024 FG 2 9.0 123.0 8.8 118.1 96 95 X CG (2)
156 4/25/2024 FG 2 9.0 123.0 8.3 118.3 96 95 X CG (2)
157 4/26/2024 Asphalt 5 - 148.6 8.0 141.4 95 95 X PAA (3)
158 4/26/2024 Asphalt 5 - 148.6 4.0 143.2 96 95 X PAA (3)
159 4/26/2024 Asphalt 5 - 148.6 4.9 141.5 95 95 X PAA (3)
160 4/26/2024 Asphalt 5 - 148.6 4.3 146.7 98 95 X PAA (3)
161 4/26/2024 Asphalt 5 - 148.6 3.8 144.2 97 95 X PAA (3)
162 4/26/2024 Asphalt 5 - 148.6 5.6 142.1 95 95 X PAA (3)
163 4/26/2024 Asphalt 5 - 148.6 3.1 147.1 98 95 X PAA (3)
164 4/26/2024 Asphalt 5 - 148.6 4.6 143.9 96 95 X PAA (3)
165 4/26/2024 Asphalt 5 - 148.6 5.0 142.7 96 95 X PAA (3)
166 4/26/2024 Asphalt 5 - 148.6 4.7 141.5 95 95 X PAA (3)
167 4/26/2024 Asphalt 5 - 148.6 3.8 145.5 97 95 X PAA (3)
168 4/26/2024 Asphalt 5 - 148.6 4.3 145.0 97 95 X PAA (3)
169 4/26/2024 Asphalt 5 - 148.6 4.1 145.4 97 95 X ST (3)
170 4/26/2024 Asphalt 5 - 148.6 4.4 142.1 95 95 X ST (3)
171 4/26/2024 Asphalt 5 - 148.6 4.7 143.1 96 95 X ST (3)
172 4/26/2024 Asphalt 5 - 148.6 4.8 145.0 97 95 X ST (3)
173 4/26/2024 Asphalt 5 - 148.6 4.0 143.1 96 95 X ST (3)
174 4/26/2024 Asphalt 5 - 148.6 3.6 143.5 96 95 X ST (3)
175 4/26/2024 Asphalt 5 - 148.6 4.2 141.8 95 95 X ST (3)
176 4/26/2024 Asphalt 5 - 148.6 4.1 145.9 98 95 X ST (3)
177 4/26/2024 Asphalt 5 - 148.6 4.6 146.1 98 95 X ST (3)
178 4/26/2024 Asphalt 5 - 148.6 4.3 141.7 95 95 X ST (3)
179 4/26/2024 Asphalt 5 - 148.6 4.1 143.2 96 95 X ST (3)
172A 5/8/2024 FG 2 9.0 123.0 4.9 118.9 96 95 X ST (3)
173A 5/8/2024 FG 2 9.0 123.0 5.5 117.1 95 95 X ST (3)
174A 5/8/2024 FG 2 9.0 123.0 7.8 118.5 96 95 X ST (3)
175A 5/8/2024 FG 2 9.0 123.0 8.9 116.5 94 95 X ST (3)
176A 5/8/2024 FG 2 9.0 123.0 9.0 121.1 98 95 X ST (3)
177A 5/9/2024 FG 2 9.0 123.0 6.3 119.1 96 95 X ST (3)
178A 5/9/2024 FG 2 9.0 123.0 7.6 119.3 96 95 X ST (3)
179A 5/9/2024 FG 2 9.0 123.0 6.4 116.9 95 95 X ST (3)
180 5/10/2024 FG 2 9.0 123.0 9.7 116.9 95 95 X ST (3)
181 5/10/2024 FG 2 9.0 123.0 11.0 118.3 96 95 X ST (3)
182 5/10/2024 FG 2 9.0 123.0 13.1 119.0 96 95 X ST (3)
Final Compaction Report
Proposed Chick-fil-A Restaurant #04306
I-5 and Palomar FSU
5848 Avenida Encinas
Carlsbad, California
Project No. 2M-2207001
Test
No. Date
Test
El.
(ft.)
Soil
ID
Opt.
Moisture
%
Max
Lab
Density
(pcf)
In-Place
Moisture
(%)
In-
Place
Dry
Density
(pcf)
In-Place
Percent
Compaction
Specified
Percent
Compaction
A B C Test
Location
183 5/10/2024 FG 2 9.0 123.0 6.1 120.3 97 95 X ST (3)
184 5/10/2024 FG 2 9.0 123.0 8.8 116.9 95 95 X ST (3)
185 5/10/2024 FG 2 9.0 123.0 8.2 117.6 95 95 X ST (3)
186 5/10/2024 FG 2 9.0 123.0 8.3 117.6 95 95 X ST (3)
187 5/10/2024 FG 2 9.0 123.0 9.1 120.1 97 95 X ST (3)
188 5/10/2024 FG 2 9.0 123.0 10.3 117.3 95 95 X ST (3)
189 5/10/2024 FG 2 9.0 123.0 11.8 118.2 96 95 X ST (3)
190 5/14/2024 Asphalt 5 - 148.6 3.9 143.9 96 95 X ST (3)
191 5/14/2024 Asphalt 5 - 148.6 3.2 144.8 97 95 X ST (3)
192 5/14/2024 Asphalt 5 - 148.6 3.2 141.5 95 95 X ST (3)
193 5/14/2024 Asphalt 5 - 148.6 3.3 141.8 95 95 X ST (3)
194 5/14/2024 Asphalt 5 - 148.6 3.5 144.2 97 95 X ST (3)
195 5/14/2024 Asphalt 5 - 148.6 3.2 146.5 98 95 X ST (3)
196 5/14/2024 Asphalt 5 - 148.6 2.9 142.5 95 95 X ST (2)
197 5/14/2024 Asphalt 5 - 148.6 3.1 143.8 96 95 X ST (2)
198 5/14/2024 Asphalt 5 - 148.6 4.3 144.8 97 95 X ST (2)
199 5/14/2024 Asphalt 5 - 148.6 3.3 146.1 98 95 X ST (2)
200 5/14/2024 Asphalt 5 - 148.6 3.1 143.8 96 95 X ST (2)
201 5/15/2024 FG 2 9.0 123.0 10.0 116.9 95 95 X ST (3)
202 5/15/2024 FG 2 9.0 123.0 10.3 117.4 95 95 X ST (3)
203 5/15/2024 FG 2 9.0 123.0 10.4 117.6 95 95 X ST (3)
204 5/15/2024 FG 2 9.0 123.0 8.6 119.3 96 95 X ST (3)
205 5/15/2024 FG 2 9.0 123.0 8.6 119.5 97 95 X ST (3)
206 5/15/2024 FG 2 9.0 123.0 9.5 117.5 95 95 X ST (3)
207 5/24/2024 Asphalt 5 - 148.6 5.8 147.4 99 95 X ST (3)
208 5/24/2024 Asphalt 5 - 148.6 3.8 144.7 97 95 X ST (3)
209 5/24/2024 Asphalt 5 - 148.6 6.8 143.4 96 95 X ST (3)
210 5/24/2024 Asphalt 5 - 148.6 6.0 141.6 95 95 X ST (3)
211 5/24/2024 Asphalt 5 - 148.6 5.3 145.7 98 95 X ST (3)
212 5/24/2024 Asphalt 5 - 148.6 5.3 146.5 98 95 X ST (3)
213 5/24/2024 Asphalt 5 - 148.6 3.1 145.6 97 95 X ST (3)
214 5/24/2024 Asphalt 5 - 148.6 3.1 146.9 98 95 X ST (3)
215 5/24/2024 Asphalt 5 - 148.6 4.1 147.2 99 95 X ST (3)
216 5/24/2024 Asphalt 5 - 148.6 3.6 146.5 98 95 X ST (3)
217 5/24/2024 Asphalt 5 - 148.6 4.3 142.5 95 95 X ST (3)
218 5/28/2024 FG 2 9.0 123.0 9.0 120.7 98 95 X ST (2)
219 5/28/2024 FG 2 9.0 123.0 8.7 121.7 98 95 X ST (2)
220 5/28/2024 FG 2 9.0 123.0 8.6 118.3 96 95 X ST (2)
221 5/28/2024 FG 2 9.0 123.0 9.6 117.6 95 95 X ST (2)
222 5/28/2024 FG 2 9.0 123.0 12.9 119.5 97 95 X ST (3)
223 5/28/2024 FG 2 9.0 123.0 10.3 117.9 95 95 X ST (3)
224 5/28/2024 Asphalt 5 - 148.6 3.8 141.5 95 95 X ST (3)
225 5/28/2024 Asphalt 5 - 148.6 4.3 142.4 95 95 X ST (3)
226 5/28/2024 Asphalt 5 - 148.6 4.5 142.6 95 95 X ST (3)
227 5/28/2024 Asphalt 5 - 148.6 5.6 143.5 96 95 X ST (3)
228 5/28/2024 Asphalt 5 - 148.6 4.3 144.1 96 95 X ST (3)
229 5/28/2024 Asphalt 5 - 148.6 4.7 143.1 96 95 X ST (2)
230 5/28/2024 Asphalt 5 - 148.6 4.0 141.9 95 95 X ST (3)
231 5/28/2024 Asphalt 5 - 148.6 4.2 144.2 97 95 X ST (3)
232 5/28/2024 Asphalt 5 - 148.6 3.8 144.9 97 95 X ST (3)
Final Compaction Report
Proposed Chick-fil-A Restaurant #04306
I-5 and Palomar FSU
5848 Avenida Encinas
Carlsbad, California
Project No. 2M-2207001
Test
No. Date
Test
El.
(ft.)
Soil
ID
Opt.
Moisture
%
Max
Lab
Density
(pcf)
In-Place
Moisture
(%)
In-
Place
Dry
Density
(pcf)
In-Place
Percent
Compaction
Specified
Percent
Compaction
A B C Test
Location
233 5/28/2024 Asphalt 5 - 148.6 6.8 142.7 96 95 X ST (3)
234 5/28/2024 Asphalt 5 - 148.6 6.0 143.4 96 95 X ST (3)
234A 5/29/2024 FG 2 9.0 123.0 15.4 115.3 93 95 X ST (3)
235 5/29/2024 FG 2 9.0 123.0 14.3 111.4 90 95 X ST (3)
236 5/29/2024 FG 2 9.0 123.0 15.5 110.6 89 95 X ST (3)
237 5/29/2024 FG 2 9.0 123.0 14.8 116.9 95 95 X X ST (3)
238 5/29/2024 FG 2 9.0 123.0 15.4 117.6 95 95 X X ST (3)
239 5/29/2024 FG 2 9.0 123.0 15.9 116.9 95 95 X X ST (3)
240 5/29/2024 FG 2 9.0 123.0 13.2 117.1 95 95 X ST (3)
241 5/29/2024 FG 2 9.0 123.0 5.6 118.3 96 95 X ST (3)
242 5/29/2024 Asphalt 5 - 148.6 3.4 141.9 95 95 X ST (3)
243 5/29/2024 Asphalt 5 - 148.6 4.0 145.9 98 95 X ST (3)
244 5/29/2024 Asphalt 5 - 148.6 3.2 142.0 95 95 X ST (3)
245 5/29/2024 Asphalt 5 - 148.6 4.4 142.3 95 95 X ST (3)
246 5/29/2024 Asphalt 5 - 148.6 3.9 146.3 98 95 X ST (3)
247 5/29/2024 Asphalt 5 - 148.6 9.9 144.2 97 95 X ST (3)
248 5/29/2024 Asphalt 5 - 148.6 3.5 144.2 97 95 X ST (3)
249 5/29/2024 Asphalt 5 - 148.6 3.6 141.6 95 95 X ST (3)
250 6/6/2024 FG 2 9.0 123.0 5.6 107.1 87 95 X ST (3)
251 6/6/2024 FG 2 9.0 123.0 5.3 116.9 95 95 X ST (3)
252 6/6/2024 FG 2 9.0 123.0 6.1 117.4 95 95 X ST (3)
252A 6/11/2024 FG 2 9.0 123.0 15.4 118.0 95 95 X ST (2)
253 6/11/2024 FG 2 9.0 123.0 15.9 112.0 91 95 X ST (2)
254 6/11/2024 FG 2 9.0 123.0 14.1 116.9 95 95 X X ST (2)
255 6/11/2024 FG 2 9.0 123.0 7.1 117.3 95 95 X ST (2)
256 6/11/2024 FG 2 9.0 123.0 9.2 113.0 91 95 X ST (2)
257 6/11/2024 FG 2 9.0 123.0 7.7 121.2 98 95 X X ST (2)
258 6/11/2024 FG 2 9.0 123.0 13.4 115.7 94 95 X ST (2)
259 6/11/2024 FG 2 9.0 123.0 15.5 115.2 93 95 X ST (2)
260 6/11/2024 FG 2 9.0 123.0 17.2 103.1 83 95 X ST (2)
261 6/11/2024 FG 2 9.0 123.0 13.5 116.9 95 95 X X ST (2)
262 6/11/2024 FG 2 9.0 123.0 11.7 119.4 97 95 X ST (2)
263 6/11/2024 FG 2 9.0 123.0 10.1 120.6 98 95 X ST (2)
264 6/11/2024 FG 2 9.0 123.0 7.7 116.0 94 95 X ST (2)
265 6/11/2024 FG 2 9.0 123.0 8.0 112.0 91 95 X ST (2)
266 6/11/2024 FG 2 9.0 123.0 8.0 114.2 92 95 X ST (2)
267 6/11/2024 FG 2 9.0 123.0 6.7 117.9 95 95 X X ST (2)
268 6/11/2024 FG 2 9.0 123.0 5.1 121.5 98 95 X X ST (2)
269 6/11/2024 FG 2 9.0 123.0 5.2 116.9 95 95 X X ST (2)
Notes
Nuclear Test – Nuclear Method (ASTM D6938)
FG – Finish Grade
BP – Building Pad
P – Patio
PA – Parking Area
SD – Storm Drain
SLT – Sewer Line Trench
Final Compaction Report
Proposed Chick-fil-A Restaurant #04306
I-5 and Palomar FSU
5848 Avenida Encinas
Carlsbad, California
Project No. 2M-2207001
DWLT – Domestic Water Line Trench
ETL – Electrical Trench Line
FLT – Fire Line Trench
SRS – Storm Retention System
TE – Trash Enclosure
CG – Curb and Gutter
SW – Sidewalk
ST – Street
PAA – Parking Area Approach
A: Test results comply with specification
B: Test results less than specification C: Test after recompaction
*Max Density used to asphalt material. No moisture content provided.
TABLE 2
SUMMARY OF MOISTURE DENSITY RELATIONSHIP
Soil Type No. Soil Description Maximum Dry
Density (pcf)
Optimum
Moisture (%)
1 Clayey Sand 124.0 10.0
2 Clayey Sand, trace Silt 123.0 9.0
3 Aggregate Base 120.0 7.0
4 Aggregate Base 122.0 10.0
5 Asphaltic Concrete 148.6 -
Maximum Dry Density and Optimum Moisture Content determined by ASTM Test Method
D1557 Modified Proctor.
TABLE 3
EXPANSION INDEX
Soil Type No. EI Expansion Potential
1 14 Very Low