HomeMy WebLinkAboutMS 15-12; CANNON ROAD SENIOR HOUSING; FINAL SOILS REPORT; 2020-04-07
AS-GRADED REPORT OF OBSERVATION AND TESTING OF COMPACTED FILL
CASA ALDEA AT CARLSBAD
SOUTHEAST OF CANNON ROAD AND WIND TRAIL WAY
CARLSBAD, CALIFORNIA
PREPARED FOR:
WISE RIVER BUILDERS
ATTENTION: MR. CARL GUSTAFSON
6102 GULLSTRAND STREET
SAN DIEGO, CALIFORNIA 92122
PREPARED BY:
CONSTRUCTION TESTING & ENGINEERING, INC.
1441 MONTIEL ROAD, SUITE 115
ESCONDIDO, CALIFORNIA 92026
CTE PROJECT NO. 10-13348G APRIL 7, 2020
Construction Testing & Engineering, Inc.
Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying
1441 Montiel Road, Suite 115 I Escondido, CA 92026 I Ph (760) 746-4955 I Fax (760) 746-9806 I www.cte-inc.net
S:\Projects\10-13000 to 10-13999 Projects\10-13348G\Compaction Report\Rpt_Casa Aldea at Carlsbad Comp Testing.doc
TABLE OF CONTENTS SECTION PAGE
1.0 BACKGROUND .......................................................................................................................1
2.0 PROJECT INFORMATION ......................................................................................................2
3.0 FILL PLACEMENT ..................................................................................................................2
4.0 TESTING ...................................................................................................................................2
5.0 ADDITIONAL CONSTRUCTION OBSERVATION ..............................................................3
6.0 CONCLUSIONS AND RECOMMENDATIONS ....................................................................3
7.0 LIMITATIONS ..........................................................................................................................4
FIGURES
FIGURE 1 SITE INDEX MAP
FIGURE 2 COMPACTION TEST LOCATION MAP
TABLES
TABLE I COMPACTION TEST SUMMARY
TABLE II LABORATORY TEST DATA
APPENDICES
APPENDIX A REFERENCES
As-Graded Report of Observation and Testing of Compacted Fill Proposed Casa Aldea at Carlsbad
Southeast of Cannon Road and Wind Trail Way, Carlsbad, California
April 7, 2020 CTE Job No. 10-13348G
S:\Projects\10-13000 to 10-13999 Projects\10-13348G\Compaction Report\Rpt_Casa Aldea at Carlsbad Comp Testing.doc
Page 1
1.0 BACKGROUND
The project site is located southeast of the intersection of Cannon Road and Wind Trail Way in
Carlsbad, California (Figure 1) and is identified as Assessor’s Parcel Number 168-360-16. The
roughly triangular shaped site is bounded by Cannon Road to the north, a residential development to
the southwest, and an undeveloped hill to the east. Prior to grading, the site consisted of a previously
graded building pad that supported a paved access road, walled in storage lot, utilities, and other
associated improvements. The proposed senior residential community consists of four three-story
structures that contain a total of 98 units, a recreation area, RV storage lot, bioswales, at-grade
parking lots, utilities, landscaping, and other ancillary improvements.
The site was previously graded in 2009 under the observation of Geosoils, Inc. with fill depths
ranging from approximately eight to 15 feet.
In order to address near surface loose, desiccated fill soil associated with the previous grading
operations, the building pad area was overexcavated during recent grading. Excavations were
conducted to a minimum depth of four feet and to approximately five feet laterally beyond the
proposed building limits, where feasible. Exposed surfaces were scarified and moisture conditioned
prior to placement of additional fill. Drive and parking areas were overexcavated to a minimum
depth of approximately 18 inches below proposed rough grade elevations.
Figure 1 presents a Site Index Map and Figure 2 presents the site layout with an inset image showing
the approximate limits of overexcavation and compaction testing for the proposed building pad.
As-Graded Report of Observation and Testing of Compacted Fill Proposed Casa Aldea at Carlsbad
Southeast of Cannon Road and Wind Trail Way, Carlsbad, California
April 7, 2020 CTE Job No. 10-13348G
S:\Projects\10-13000 to 10-13999 Projects\10-13348G\Compaction Report\Rpt_Casa Aldea at Carlsbad Comp Testing.doc
Page 2
Tabulated results of the field compaction testing performed are provided in the attached Table I,
“Compaction Test Summary.” Laboratory results of the reference compaction values for the
representative fill materials are provided in Table II, “Laboratory Test Results.”
2.0 PROJECT INFORMATION
This report includes a summary of test results and observations performed by CTE during the
placement of compacted fill during the recent grading for the building pad and pavement areas at the
subject site. Subgrade conditions encountered at the site were generally found to be consistent with
those reported in the referenced geotechnical report, consisting of clayey fine to medium grained
sand and sandy clay.
3.0 FILL PLACEMENT
As indicated, existing surface soils were overexcavated to a minimum depth of approximately four
feet throughout the structural improvement areas and 18 inches throughout the drive and parking
areas. Overexcavations were conducted such that the exposed surface consisted of suitable,
relatively unyielding materials. The exposed bottoms of excavations were observed and confirmed
(as appropriate) prior to placement of the compacted fill. Exposed areas to receive fill were then
scarified and moisture conditioned in general accordance with project requirements. Described
excavations, fill placement, and compaction were generally accomplished using a CAT D9 Dozer,
rubber-tired front loader, sheepsfoot vibratory roller, and an excavator.
4.0 TESTING
Testing was performed to supplement field observations in promoting compliance with the
applicable project requirements. Testing of compacted fill addressed by this report was conducted
As-Graded Report of Observation and Testing of Compacted Fill Proposed Casa Aldea at Carlsbad
Southeast of Cannon Road and Wind Trail Way, Carlsbad, California
April 7, 2020 CTE Job No. 10-13348G
S:\Projects\10-13000 to 10-13999 Projects\10-13348G\Compaction Report\Rpt_Casa Aldea at Carlsbad Comp Testing.doc
Page 3
between May 8, 2018 and June 17, 2019, as scheduled by the contractor. Field-testing of the
compacted fill material was conducted in accordance with ASTM D-6938 (nuclear method). Results
indicate that fill materials in the areas tested were compacted to a minimum of 90 percent (95
percent for the upper 12 inches of pavement areas) of the laboratory maximum dry density as
determined by test method ASTM D-1557.
Tabulated results of the field compaction testing performed are provided in the attached Table I,
“Compaction Test Summary.” Laboratory determination of the reference compaction values for the
fill materials is provided in Table II, “Laboratory Test Results.”
5.0 ADDITIONAL CONSTRUCTION OBSERVATION
If performed, any additional grading and backfilling at the site should be observed and tested by
CTE to assure conformance with recommendations presented in the approved project soils
documents.
6.0 CONCLUSIONS AND RECOMMENDATIONS
We conclude that the soil engineering and geologic aspects of the grading are in general compliance
with the approved geotechnical documents and the project grading plans. Proposed improvements
should be designed and constructed in accordance with the recommendations of the approved soils
report. Prior to any significant additional future development, an update geotechnical investigation
and report should be performed.
As-Graded Report of Observation and Testing of Compacted Fill Proposed Casa Aldea at Carlsbad
Southeast of Cannon Road and Wind Trail Way, Carlsbad, California
April 7, 2020 CTE Job No. 10-13348G
S:\Projects\10-13000 to 10-13999 Projects\10-13348G\Compaction Report\Rpt_Casa Aldea at Carlsbad Comp Testing.doc
Page 4
7.0 LIMITATIONS
The findings of this report are valid as of the date of this report. However, changes in the conditions
of a property can occur with the passage of time, whether they are due to natural processes or the
works of man on this or adjacent properties. In addition, changes in applicable or appropriate
standards may occur, whether they result from legislation or the broadening of knowledge.
Accordingly, the findings of this report may be invalidated wholly or partially by changes outside
our control. Therefore, this report is subject to review and should not be relied upon after a period of
three years.
The field evaluation, laboratory testing and geotechnical analysis presented in this report have been
conducted according to current engineering practice and the standard of care exercised by reputable
Geotechnical Consultants performing similar tasks in this area. No other warranty, expressed or
implied, is made regarding the conclusions, recommendations and opinions expressed in this report.
Variations may exist and conditions not observed or described in this report may be encountered
during construction. The conclusions and recommendations presented herein have been developed
in order to reduce the potential adverse effects of soil settlement and expansion. However, even with
the design and construction precautions provided, some post-construction movement and associated
distress may occur.
Our conclusions and recommendations are based on an analysis of the observed conditions.
Observation and testing requests were directed by the client. If conditions different from those
described in this report are encountered, our office should be notified and additional
As-Graded Report of Observation and Testing of Compacted Fill Proposed Casa Aldea at Carlsbad
Southeast of Cannon Road and Wind Trail Way, Carlsbad, California
April 7, 2020 CTE Job No. 10-13348G
S:\Projects\10-13000 to 10-13999 Projects\10-13348G\Compaction Report\Rpt_Casa Aldea at Carlsbad Comp Testing.doc
Page 5
recommendations, if required, will be provided upon request. CTE should review project
specifications for any future earthwork and foundation related activities prior to the solicitation of
construction bids.
The opportunity to be of service is appreciated. If you have any questions regarding testing
conducted, observations made during construction or recommendations presented herein, please do
not hesitate to contact this office.
Respectfully submitted,
CONSTRUCTION TESTING & ENGINEERING, INC.
Dan Math, GE #2665 Aaron J. Beeby, CEG #2603
Principal Engineer Project Geologist
AJB/DTM
SITE
FARADAY
SPECHIUM
1HETQWERi
CT£~ Construction Testing & Engineering, Inc. ~c 1441 Mon1;eI Rd Ste 1150 Escond;do, CA 92026 Ph (760) 746-4955
SITB INDEX MAP
PROPOSED CASA AI.DEA AT CARLSBAD
SOUTHEAST OF CANNON ROAD AND WIND TRAIL lt'AY CARLSBAD, CALIFORNIA
SCALE:
AS SHOWN
CTE JOB NO.:
10-1334:BG
DATE:
3/19
FIGURE:
1
QppfTsaQaQppfQaQaQppfQaQppfTsaQoaQppf(Cannon Road)17273711213141243444423222433323352536264141122133155166293928384030188199201075152485153465451LEGENDQUATERNARY PREVIOUSLY PLACED FILL OVERTERTIARY SANTIAGO FORMATION QppfTsaAPPROXIMATE LIMITS OF GRADINGQUATERNARY ALLUVIAL FLOOD PLAIN DEPOSITSQaAPPROXIMATE BURRIED GEOLOGIC CONTACTQUATERNARY OLD ALLUVIAL FLOOD PLAIN DEPOSITSQoaAPPROXIMATE LOCATION OF FIELD COMPACTION TEST44APPROXIMATE ELEVATION OF REMOVALS51S: \Projects\10-13000 to 10-13999 Projects\10-13348G\Compaction Report\Figure 2.dwg
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TABLE I
COMPACTION TEST SUMMARY
Job Name: Casa Aldea at Carlsbad Job No.10-13348G
Job Address:Cannon Rd, SE at Intersection Wind Trailway Carlsbad, CA Date:1/24/2019
Date Test Location Elevation Density Moisture Relative Soil
No. or Depth pcf Content Compaction Type
Feet % Dry %
Weight
5/8/2018 1 Bldg Pad 1 -2.0 116.2 11.0 92%1
5/8/2018 2 Bldg Pad 1 -2.0 124.4 12.0 98%1
5/8/2018 3 Bldg Pad 1 -2.0 118.9 12.1 94%1
5/8/2018 4 Bldg Pad 1 SG 117.7 12.0 93%1
5/8/2018 5 Bldg Pad 1 SG 122.4 11.6 97%1
5/8/2018 6 Bldg Pad 1 SG 122.0 11.7 97%1
5/8/2018 7 Bldg Pad 1 SG 117.1 11.4 93%1
5/8/2018 8 Bldg Pad 1 SG 125.1 12.0 99%1
5/9/2018 9 Subgrade Under Northern Retaining Wall FSG 110.1 14.5 93%2
5/9/2018 10 Subgrade Under Northern Retaining Wall FSG 120.6 13.6 95%1
5/9/2018 11 Subgrade Under Northern Retaining Wall FSG 119.7 11.6 95%1
5/9/2018 12 Subgrade Under Northern Retaining Wall FSG 121.3 12.0 96%1
7/13/2018 13 West Masonry Swale -6.0 119.1 11.6 94%1
7/13/2018 14 West Masonry Swale -5.0 122.4 11.9 97%1
7/16/2018 15 West Masonry Swale -4.0 123.2 11.7 97%1
7/16/2018 16 West Masonry Swale -3.0 120.8 11.5 96%1
7/17/2018 17 West Masonry Swale -1.0 124.0 11.3 98%1
7/17/2018 18 West Masonry Swale -1.0 121.9 11.6 96%1
8/15/2018 19 Retaining Wall Near Entrance -1.0 118.8 12.1 94%1
8/15/2018 20 Retaining Wall Near Entrance FSG 120.1 11.9 95%1
8/16/2018 21 Retaining Wall Near Entrance -4.0 120.4 11.8 95%1
8/16/2018 22 Retaining Wall Near Entrance -4.0 119.6 11.9 95%1
8/17/2018 23 South Masonry Swale -8.0 125.0 11.6 99%1
8/17/2018 24 South Masonry Swale -8.0 123.3 11.2 98%1
8/21/2018 25 South Masonry Swale -6.0 123.8 11.6 98%1
8/21/2018 26 South Masonry Swale -6.0 121.9 11.4 96%1
8/22/2018 27 South Masonry Swale -5.0 124.1 11.4 98%1
8/22/2018 28 South Masonry Swale -4.0 122.8 11.9 97%1
8/23/2018 29 South Masonry Swale -2.0 124.0 11.1 98%1
8/23/2018 30 South Masonry Swale -1.0 124.7 11.6 99%1
8/24/2018 31 South Masonry Swale FSG 125.8 11.9 100%1
8/24/2018 32 South Masonry Swale FSG 123.0 11.3 97%1
8/27/2018 33 South East Masonry Swale -8.0 123.8 11.8 98%1
8/27/2018 34 South East Masonry Swale -8.0 124.2 11.5 98%1
8/28/2018 35 South East Masonry Swale -6.0 122.8 11.9 97%1
8/28/2018 36 South East Masonry Swale -5.0 123.7 11.8 98%1
8/29/2018 37 South East Masonry Swale -4.0 124.5 11.5 98%1
8/29/2018 38 South East Masonry Swale -2.0 124.1 11.6 98%1
9/4/2018 39 South East Masonry Swale -2.0 123.8 11.1 98%1
9/4/2018 40 South East Masonry Swale -1.0 122.0 11.4 97%1
9/6/2018 41 South East Masonry Swale SG 121.6 11.7 96%1
9/6/2018 42 South East Masonry Swale SG 125.1 11.2 99%1
9/7/2018 43 South East Masonry Swale 24" Transfer Pipe -3.0 123.8 11.9 98%1
9/7/2018 44 South East Masonry Swale 24" Transfer Pipe SG 124.1 11.5 98%1
9/12/2018 45 West Sewer Line -5.0 122.8 11.7 97%1
9/12/2018 46 West Sewer Line -4.0 123.5 11.6 98%1
9/14/2018 47 West Sewer Line -4.0 124.6 11.5 99%1
** TEST FAILED, SEE RETEST 1
TABLE I
COMPACTION TEST SUMMARY
Job Name: Casa Aldea at Carlsbad Job No.10-13348G
Job Address:Cannon Rd, SE at Intersection Wind Trailway Carlsbad, CA Date:1/24/2019
Date Test Location Elevation Density Moisture Relative Soil
No. or Depth pcf Content Compaction Type
Feet % Dry %
Weight
9/14/2018 48 West Sewer Line -3.0 123.2 11.7 97%1
9/17/2018 49 West Sewer Line -4.0 123.8 11.1 98%1
9/17/2018 50 West Sewer Line -4.0 122.9 11.3 97%1
9/18/2018 51 West Sewer Line -4.0 125.1 11.6 99%1
9/18/2018 52 West Sewer Line -3.0 124.3 11.0 98%1
9/19/2018 53 West Sewer Line -3.0 123.2 11.4 97%1
9/19/2018 54 West Sewer Line -3.0 123.0 11.7 97%1
9/21/2018 55 West Sewer Line -3.0 123.7 11.1 98%1
9/21/2018 56 West Sewer Line -4.0 122.8 11.5 97%1
9/24/2018 57 West Sewer Line -3.0 122.1 11.4 97%1
9/24/2018 58 West Sewer Line -3.0 123.6 11.2 98%1
9/25/2018 59 West Sewer Line -3.0 121.3 11.6 96%1
9/25/2018 60 West Sewer Line -2.0 124.4 11.4 98%1
9/26/2018 61 West Sewer Line -1.0 122.8 11.8 97%1
9/26/2018 62 West Sewer Line -1.0 123.5 11.6 98%1
9/28/2018 63 West Sewer Line SG 124.0 11.5 98%1
9/28/2018 64 West Sewer Line SG 122.6 11.3 97%1
10/1/2018 65 West Sewer Line SG 123.1 11.6 97%1
10/1/2018 66 West Sewer Line SG 124.7 11.4 99%1
11/2/2018 67 Fire Service South of Storage Bldg SG 112.6 15.5 95%2
11/2/2018 68 Fire Service South of Storage Bldg SG 113.0 14.8 95%2
11/2/2018 69 Fire Service South East of Storage Bldg SG 115.6 14.3 97%2
11/2/2018 70 Fire Service South East of Storage Bldg SG 114.3 14.6 96%2
11/2/2018 71 Fire Service West of Storage Bldg SG 112.9 15.1 95%2
1/9/2019 72 Finish Grade Bldg Pad 1 FG 116.1 11.9 92%1
1/9/2019 73 Finish Grade Bldg Pad 1 FG 115.2 11.5 91%1
1/9/2019 74 Finish Grade Bldg Pad 1 FG 114.7 11.8 91%1
1/9/2019 75 Finish Grade Bldg Pad 1 FG 116.0 12.0 92%1
1/11/2019 76 Fire Water Line SG 115.6 12.1 91%1
1/11/2019 77 Fire Water Line SG 114.9 11.9 91%1
1/11/2019 78 Fire Water Line SG 114.6 11.8 91%1
1/11/2019 79 Fire Water Line SG 115.8 11.6 92%1
1/28/2019 80 Pad 2 FSG 126.4 12.2 99%1
1/28/2019 81 Pad 2 FSG 125.8 12.1 99%1
1/28/2019 82 Pad 2 FSG 125.8 12.1 99%1
1/28/2019 83 Pad 2 FSG 126.0 12.6 99%1
1/28/2019 84 Pad 3 FSG 126.4 11.9 99%1
1/28/2019 85 Pad 3 FSG 120.1 12.2 95%1
1/28/2019 86 Pad 3 FSG 126.4 12.4 99%1
1/31/2019 87 Station 4+50 Sewer -4.0 107.7 13.5 91%2
1/31/2019 88 Station 4+75 Sewer -2.0 109.4 13.8 92%2
1/31/2019 89 Station 5+00 Sewer -1.0 110.2 12.7 93%2
2/12/2019 90 6" Water line at western end SG 114.9 14.8 97%2
2/12/2019 91 6" Water line at western end SG 115.1 15.9 97%2
2/12/2019 92 6" Water line at western end SG 117.2 14.1 99%2
2/12/2019 93 6" Water line at western end SG 116.7 13.1 98%2
2/12/2019 94 6" Water line at western end SG 119.3 10.5 94%1
** TEST FAILED, SEE RETEST 2
TABLE I
COMPACTION TEST SUMMARY
Job Name: Casa Aldea at Carlsbad Job No.10-13348G
Job Address:Cannon Rd, SE at Intersection Wind Trailway Carlsbad, CA Date:1/24/2019
Date Test Location Elevation Density Moisture Relative Soil
No. or Depth pcf Content Compaction Type
Feet % Dry %
Weight
2/13/2019 95 6" Water line at western end SG 115.6 11.3 97%2
2/13/2019 96 6" Water line at western end SG 115.8 11.0 97%2
2/13/2019 97 6" Water line at western end SG 114.7 11.1 97%2
2/13/2019 98 6" Water line at western end SG 116.4 14.1 92%1
2/27/2019 99 6" Water line at western end -2.0 114.8 15.0 97%2
2/27/2019 100 6" Water line at western end -1.0 115.3 14.8 97%2
2/27/2019 101 6" Water line at western end FSG 114.5 14.3 96%2
2/27/2019 102 6' Water line at center -2.0 114.5 14.8 96%2
2/27/2019 103 6' Water line at center -1.0 115.0 16.0 97%2
2/27/2019 104 6' Water line at center FSG 114.7 15.5 97%2
2/28/2019 105 8" Water Main, Sta 5+40 FSG 110.9 13.6 92%3
2/28/2019 106 8" Water Main, Sta 6+30 FSG 113.1 13.9 94%3
3/1/2019 107 Waterline adjacent to trash enclosure -2.0 118.5 15.8 100%2
3/1/2019 108 Waterline adjacent to trash enclosure -1.0 118.8 14.4 100%2
3/1/2019 109 Waterline adjacent to trash enclosure FSG 118.8 14.6 100%2
3/18/2019 110 Storm Drain between Bldg's 1 and 2 56.0 113.5 14.2 94%3
3/18/2019 111 Storm Drain between Bldg's 1 and 2 56.0 113.1 13.9 94%3
3/19/2019 112 Storm Drain between Bldg's 1 and 2 57.0 107.3 15.3 90%2
3/20/2019 113 Sewer STA 3+51 57.0 107.1 14.0 90%2
3/20/2019 114 Storm Drain STA 2+59 57.0 108.9 13.6 92%2
3/21/2019 115 Storm Drain STA 1+10 SG 110.7 12.9 93%2
3/21/2019 116 Storm Drain STA 1+60 SG 110.5 13.1 93%2
3/26/2019 117 Sewer North End Between Bld's 1 and 2 57.0 107.9 15.1 91%2
3/27/2019 118 Sewer NE of Building 2 57.0 108.3 15.7 91%2
3/28/2019 119 Manhole 2 51.0 115.0 13.9 96%3
3/28/2019 120 Manhole 2 53.0 116.2 13.5 97%3
3/28/2019 121 Manhole 2 55.0 115.5 13.9 96%3
3/29/2019 122 NE site near manhole 55.0 109.1 14.4 92%2
4/3/2019 123 Sewer between Manholes 2 and 3 51.0 116.3 11.7 92%4
4/3/2019 124 Sewer between Manholes 2 and 3 53.0 117.1 12.8 93%4
4/3/2019 125 Sewer between Manholes 2 and 3 55.0 115.5 13.2 92%4
4/3/2019 126 Sewer between Manholes 2 and 3 56.0 116.9 11.9 93%4
4/4/2019 127 Main Street STA 6+75 -2.0 110.4 13.8 93%2
4/4/2019 128 Main Street STA 7+25 -1.5 108.5 14.0 91%2
4/5/2019 129 NE of site near manhole SG 114.3 13.5 96%2
4/25/2019 130 Waterline 55' South of main road SG 110.0 12.9 93%2
4/25/2019 131 Waterline 55' South of main road SG 110.4 13.1 93%2
5/22/2019 132 Water Main at entrance -4.0 121.9 12.1 97%4
5/22/2019 133 Water Main at entrance -2.0 124.8 11.6 99%4
5/22/2019 134 Water Main at entrance FSG 123.0 11.7 97%4
5/29/2019 135 Fire Water SW of Cannon and Wind Trail -5.0 113.2 13.2 94%3
5/29/2019 136 Fire Water SW of Cannon and Wind Trail -3.0 116.4 13.8 97%3
5/29/2019 137 Fire Water SW of Cannon and Wind Trail FSG 115.3 13.7 96%3
6/13/2019 138 Vehicle Main Entrance FBG 111.6 12.7 95%5
6/13/2019 139 Vehicle Main Entrance FBG 113.5 12.5 97%5
6/13/2019 140 Vehicle Main Entrance FBG 111.8 13.3 95%5
6/13/2019 141 Vehicle Main Entrance FBG 113.3 12.9 97%5
** TEST FAILED, SEE RETEST 3
TABLE I
COMPACTION TEST SUMMARY
Job Name: Casa Aldea at Carlsbad Job No.10-13348G
Job Address:Cannon Rd, SE at Intersection Wind Trailway Carlsbad, CA Date:1/24/2019
Date Test Location Elevation Density Moisture Relative Soil
No. or Depth pcf Content Compaction Type
Feet % Dry %
Weight
6/13/2019 142 Vehicle Main Entrance FBG 114.9 13.1 98%5
6/13/2019 143 Vehicle Main Entrance FBG 112.5 12.8 96%5
6/13/2019 144 Vehicle Main Entrance FBG 114.1 13.3 97%5
6/13/2019 145 Vehicle Main Entrance FBG 111.6 13.2 95%5
6/13/2019 146 Center of RV Storage Area FBG 112.7 12.9 96%5
6/13/2019 147 Center of RV Storage Area FBG 113.9 13.3 97%5
6/13/2019 148 Center of RV Storage Area FBG 112.8 12.8 96%5
6/17/2019 149 Center of RV Storage Area AC 140.5 96%6
6/17/2019 150 Center of RV Storage Area AC 139.3 95%6
6/17/2019 151 Center of RV Storage Area AC 141.7 97%6
6/17/2019 152 Center of RV Storage Area AC 139.8 96%6
6/17/2019 153 Vehicle Main Entrance AC 138.9 95%6
6/17/2019 154 Vehicle Main Entrance AC 141.6 97%6
6/17/2019 155 Vehicle Main Entrance AC 140.1 96%6
6/17/2019 156 Vehicle Main Entrance AC 140.4 96%6
6/17/2019 157 Vehicle Main Entrance AC 139.2 95%6
6/17/2019 158 Vehicle Main Entrance AC 139.9 96%6
6/17/2019 159 Vehicle Main Entrance AC 140.6 96%6
6/17/2019 160 Vehicle Main Entrance AC 141.5 97%6
** TEST FAILED, SEE RETEST 4
TABLE II
LABORATORY TEST DATA
Job Name:Casa Aldea at Carlsbad Job No.10-13348G
Job Address:Cannon Rd, SE at Intersection Wind Trailway Carlsbad, CA Date 1/24/2019
Maximum Optimum
Sample No.Dry Density Moisture Soil
pcf Content Description
%wt
1 126.4 9.8
2 118.8 12.2
3 120.4 11.1
4 126.2 9.6
5 117.3 10.4
6 146.0 AC
moderate brown SC
moderate brown SC
moderate brown SC
moderate brown SC
Recycled Class II Base
1
APPENDIX A
REFERENCES
REFERENCES
Construction Testing and Engineering, Inc., 2016, Preliminary Geotechnical Investigation, Casa
Aldea at Carlsbad, Southeast of Cannon Road at Wind Trail Way, Carlsbad, California, Job No. 10-
13348G, dated February 4.
Construction Testing and Engineering, Inc., 2019, Certification of Building Pads 1, 2 and 3
Preparation, Casa Aldea at Carlsbad, Southeast of Cannon Road and Wind Trail Way, Carlsbad,
California, Job No. 10-13348G, dated January 24 and February 4.
Geosoils, Inc., 2015, Geotechnical Update, Planning Area 22 of Robertson Ranch East Village, City
of Carlsbad, San Diego County, California, W.O. No. 6896-A-SC, dated May 12.
O’Day Consultants, 2018, Grading Plans for Casa Aldea at Carlsbad, Planning Area 22, project No.
MS 15-12.