HomeMy WebLinkAboutPD 2022-0020; ABSORPTION SYSTEMS; FIELD OBSERVATIONS AND RELATIVE COMPACTION TESTING PHASES 1&2; 2023-09-14REPORT OF FIELD OBSERVATIONS AND RELATIVE COMPACTION TESTING
ABSORPTION SYSTEMS PHASES 1 AND 2
2820 LOCKER AVENUE EAST
CARLSBAD, CALIFORNIA
PREPARED FOR
JLL
8910 UNIVERSITY CENTER LANE, SUITE 100
SAN DIEGO, CALIFORNIA 92122
PREPARED BY
CHRISTIAN WHEELER ENGINEERING
3980 HOME AVENUE
SAN DIEGO, CALIFORNIA 92105
CHRISTIAN WHEELER
E N G I N E E R I N G
3 9 8 0 H o m e A v e nu e S a n Di e g o , C A 9 2 1 05 6 1 9 -5 5 0- 1 7 00 F A X 61 9 - 55 0 - 17 0 1
September 14, 2023
JLL CWE 2220348.02
8910 University Center Lane, Suite 100
San Diego, California 92122
Attention: Mr. Scott Zuppan
Subject: Report of Field Observations and Relative Compaction Testing
Absorption Systems Phases 1 and 2, 2820 Locker Avenue East, Carlsbad, California
Phase I Permit #CBC2022-0143; Phase II Permit #CBC2022-0185
References: 1) GEOCON, Inc., Final Report of Testing and Observation Services Performed During
Grading Operation, dated June 21, 2017
2) GEOCON, Inc., Final Report of Testing and Observation Services Performed During Site
Improvements, dated January 23, 2018
Ladies and Gentlemen:
In accordance with your request and our proposal dated June 30, 2022, we have prepared this report to
summarize our services during the earthwork operations at the subject site. This report presents our
observations, the results of our laboratory testing, and the results of relative compaction tests performed in
the trench backfills that were placed during the improvements operations as well as the associated preparation
of subgrade and aggregate base course materials and subsequent asphalt concrete placement at the project
site. The observation and testing services addressed by this report were coordinated by Whiting-Turner and
were provided between August 15, 2022 and September 7, 2023.
In order to assist in our understanding of the designed configuration of the project, our firm was provided
with a plumbing underground pipe plan and site plan for the site prepared by Ware Malcomb. Plate No. 1
and 2 of this report is a reproduction of the plans, modified to show the approximate locations of our field
tests.
CHRISTIAN WHEELER
E N G I N E E R I N G
3 9 8 0 H o m e A v e nu e S a n Di e g o , C A 9 2 1 05 6 1 9 -5 5 0- 1 7 00 F A X 61 9 - 55 0 - 17 0 1
CWE 2220348.02 September 14, 2023 Page 2
SCOPE OF SERVICE
The following services were provided by Christian Wheeler Engineering during the course of the earthwork
operations.
Provided periodic observation of the earthwork operations.
Performed relative compaction tests for the trench backfills, subgrade, aggregate base, and asphaltic
concrete placement.
Performed laboratory maximum density and optimum moisture determinations on the soil used for the
backfill, subgrade and aggregate base courses.
Performed laboratory maximum density on the asphaltic concrete.
Prepared this report, which presents a summary of our observations and results of our relative
compaction tests.
TRENCH BACKFILL OPERATIONS
The utility trench backfill operations consisted of backfilling private sewer and electrical trenches as well as a
water service tie-in within Loker Avenue. Backfill soils were placed in thin uniform lifts, moisture conditioned
with a water hose and compacted by means of an excavator equipped with a compaction wheel and/or a
manually operated reciprocating compactor to at least 90 percent of the maximum dry density.
PAVING OPERATIONS
The subgrade preparations were performed within the building and driveway/receiving dock areas that will
receive concrete (PCC) paving and within the water line tie-in area to receive asphalt paving. Subgrade
preparation generally consisted of very minor cuts and fills to designed grades, with soils being scarified,
moisture conditioned and compacted to 90 percent of the maximum dry density for areas of PCC paving and
95 percent of maximum dry density for the asphaltic paved trench tie-in area. Aggregate base course materials
were placed in thin, uniform lifts within the water line tie-in trench within Loker Avenue. The base material
was moisture conditioned and compacted by means of dual drum vibratory compactors to at least 95 percent
of the maximum dry density. Asphaltic concrete placement was placed within the water line tie-in trench
within Loker Avenue and was monitored for its laydown temperature during its construction. Mix
temperatures were noted to be within the acceptable range of 270F to 320F, as specified in section 302-5.5
of the Standard Specifications for Public Works Construction. Compactive efforts were made by dual drum
vibratory roller at least 95 percent of the maximum density.
CWE 2220348.02 September 14, 2023 Page 3
LABORATORY AND FIELD TESTING
The maximum dry density and optimum moisture content of the soils predominantly encountered in the
earthwork were determined in our laboratory in accordance with ASTM D1557, “Test Method for
Laboratory Compaction Characteristics of Soil Using Modified Effort.” The tests were conducted in
accordance with the methodology prescribed for the grain-size distribution of the soils tested. The results of
these tests are presented in Appendix A on Table I.
The maximum density determinations for the asphalt concrete placed at the subject site were provided by the
material manufacturer (plant). The results of these tests are presented in Appendix A on Table II.
Field tests to measure the relative compaction of the backfills, subgrade, aggregate base courses and asphalt
concrete, were conducted in accordance with ASTM D6938, “Standard Test Methods for Density of Soil and
Soil-Aggregate in Place by Nuclear Methods,” and ASTM D2950, “Test Method of Bituminous Concrete in
Place by Nuclear Method.” The locations of the field tests were selected by our technicians in areas discerned
to exhibit a degree of relative compaction that was generally representative of that achieved in the backfills,
subgrade, aggregate base course and asphalt concrete placement. Field density tests for trench backfill were
generally performed at a maximum interval of two feet vertically for every 150 feet of trench length.
Elevations were estimated using simple hand instruments measured against existing monuments, surveyor or
contractor staking, the existing grade and/or elevations provided on the construction plans. The results of
these tests are presented in Appendix A on Table III through VIII.
CONCLUSIONS
Based upon the field and laboratory tests, it is our opinion that, the backfills, subgrade, aggregate base courses
and asphalt concrete that were placed and compacted under the observation of a representative of our firm
are in accordance with the project specifications and the California Building Code.
LIMITATIONS
The descriptions, conclusions and opinions presented in this report pertain only to the work performed on
the subject site during the period from August 15, 2022 to September 7, 2023. As limited by the scope of the
services that we agreed to perform, the conclusions and opinions presented herein are based upon our
observations of the work and the results of our laboratory and field tests. Our services were performed in
accordance with the currently accepted standard of practice in the region in which the earthwork was
performed, and in such a manner as to provide a reasonable measure of the compliance of the described
work with applicable codes and specifications. With the submittal of this report, no warranty, express or
implied, is given or intended with respect to the services performed by our firm, and our performance of
CWE 2220348.02 September 14, 2023 Page 4
those services should not be construed to relieve the grading contractor of his responsibility to perform his
work to the standards required by the applicable building codes and project specifications.
Christian Wheeler Engineering sincerely appreciates the opportunity to provide professional services on this
project. If you should have any questions after reviewing this report, please do not hesitate to contact our
firm.
Respectfully submitted,
CHRISTIAN WHEELER ENGINEERING
___________________________________
Daniel B. Adler, R.C.E. # 36037
cc: scott.zuppan@am.jll.com
Ethan.Boolen@whiting-turner.com
CR
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G F E D C B A
8
7
6
5
4
3
2
1
G E D C B A
8
7
6
5
4
3
2
1
F
RECEPTION
1000
CORRIDOR
1011
STORAGE
1003
CONFERENCE
1010
OPEN OFFICE
1023
OFFICE
1016
OFFICE
1017
OFFICE
1018
OFFICE
1020
OFFICE
1021
OFFICE
1022
OFFICE
1024
OFFICE
1025
OFFICE
1026
MOTHERS/PHONE
1027
STORAGE
1028
MDF
1029
HUSBANDRY OFFICE
1030
MEN'S
1032
WOMEN'S
1033
UNISEX
1034
UNISEX
1036
JAN
1035
OPEN AREA
1007
SMALL CONFERENCE
1006
BREAK AREA
1005
PPE
1037
STOR
1038
CORRIDOR
1039
OBSERVATION
1061a
SCRUBS
1061b OBSERVATION
1059a
SCRUBS
1059b OBSERVATION
1057a
SCRUBS
1057b MEN'S
1040
WOMEN'S
1041
OBSERVATION
1042
SCRUBS
1043
OBSERVATION
1044
SCRUBS
1045
DATA / ARCHIVES
1046A
PPE
1047
CORRIDOR
1048
FRIDGE/FREEZER
1046B
ELECTRICAL ROOM
1050
PREP
1052
OPERATING RM
1053
PREP
1054
OPERATING RM
1055
CORRIDOR
1051
SHOWER
1040A
SHOWER
1041A
CHANGING
1040B
CHANGING
1041B
PREP
1056
OPERATING RM
1057
PREP
1058
OPERATING RM
1059
PREP
1060
OPERATING RM
1061
HUSBANDRY SUPPLY
1063
CGT NECROPSY
1064
CORRIDOR
1065
PROCEDURE
1066
PROCEDURE
1067
CORRIDOR
1068
CGT NECROPSY
1069
CORRIDOR
1070
AUTOCLAVE
1071
FORMULATION LAB
1072
CORRIDOR
1073
TISSUE TRANSFER
1074
CELL CULTURE
1075
CELL CULTURE
1076 CORRIDOR
1078
MECHANICAL /
STORAGE
1081
RABBIT OCCULAR
1083
TISSUE ARCHIVES
1082B
RABBIT OCULAR
1084
RABBIT OCULAR
1085
OCCULAR
1086
CLEAN STORAGE
1087
ANTE
1088A
OCCULAR
RAT/RABBIT
1088B
ANTE
1089AOCCULAR
RAT/RABBIT
1089B
ANTE
1090AOCCULAR
RAT/RABBIT
1090B
OCCULAR
RAT/RABBIT
1091
OCCULAR
RAT/RABBIT
1092
CORRIDOR
1093
RODENT RAT/MOUSE
1094
RODENT RAT/MOUSE
1095
RODENT CGT
1098b
ANTE
1098a
CORRIDOR
1088
CAGE WASH
1098
FEED ROOM
1118
LAUNDRY
1099SAMPLE RECEIVING
1102b
RECEIVING
1102
MD - PIG/DOG
1103
UNISEX
1104
UNISEX
1105
PPE
1106DEDICATED SUPPLY
1107
MD - PIG/DOG
1110
CGT/MD
1111
MD - PIG/DOG
1112
MD - PIG/DOG
1113
MD - PIG/DOG
1114
MD - PIG/DOG
1115
MD - PIG/DOG
1116
CGT PROCEDURE
1120
CGT PROCEDURE
1121
IMAGING OCCULAR
1123
IMAGING OCULAR
1124
IMAGING OCULAR
1125
IMAGING OCULAR
1126
IMAGING OCULAR
1127
IMAGING RM OCULAR
1128
IMAGING OCULAR
1129
IMAGING OCULAR
1130
PROCEDURE SUPPLY
OCULAR
1131
BLOOD COLLECTION
OCULAR
1132
NECROPSY OCULAR
1133
NECROPSY OCULAR
1134
IT / ELEC.
1117
JANITOR
1119
RODENT RAT/MOUSE
1097
CORRIDOR
1136
MD - PIG/DOG
1138
MD - PIG/DOG
1137
ANTE
1139A
MD - PIG/DOG
1139B
ANTE
1140A
MD - PIG/DOG
1140B
CORRIDOR
1141
MD - PIG/DOG
1142
MD - PIG/DOG
1143
RECEIVING
1146
NECROPSY
1147
NECROPSY
1149A
BIOHAZARD
1148
CLOSET
1149B
COLLAB
1004
OPEN OFFICE
1019
(E) ELECTRICAL
1079
(E) RISER
1080
MECHANICAL YARD
1150RECEIVING DOCK
1151
CLOSET
1039B
OPEN AREA
1001
6"S 4"S
FCO
TFD-1
FD-1
TFD-1
101
103
103
103
106
103
103
101
FCO
TFD-1
TFD-1
FS-4 FS-4
103 103
FS-1
FCO
107
3"S UP FOR FUTURE
WASHER STANDPIPE
2%2%
4"S 4"S
FCO
TD-1 TD-1
TFD-1
TFD-1
FD-1
103
106
103
103
FCO
4"
S
4"
S
4"S 4"S
4"
S
4"
S
FCO2"S
4"
S
4"
S4"
S
4"
S
TFD-1 TFD-1
FD-1
TFD-1
FD-1
TFD-1 TFD-1
FD-1 FD-1
TFD-1
4"S
4"
S
2"S2"S
4"S
4"S
4"
S
TFD-1
FD-1
TFD-1
TFD-1
FD-1
TFD-14"
S
4"S4"S
4"
S
4"
S
4"
S 4"
S
4"
S
4"
S
4"
S
4"S
TFD-1
FD-1
TFD-1 TFD-1
FD-1
FCO
TFD-1
FD-1
TFD-1
FD-1
TFD-1
FCO
TFD-1
FD-1
TFD-1
TFD-1
FD-1
TFD-1
TFD-1
FD-1
TFD-1
FCO
4"
S
TFD-1
FD-1
TFD-1
TFD-1
FD-1
TFD-1
FCO
TFD-1
FD-1
TFD-1
4"S
4"
S
4"
S
FCO
FCO
4"S
6"S 6"S
2%
6"S
2%
4"S
FCO
2%
4"
S
4"
S
4"
S
FCO
4"S
4"S
4"S
4"
S
2"S
2"S
4"S
2"S
2"S
4"S
FCO4"S
4"S
FCO
4"S
FCO
4"S
FCO
4"S
FD-1 FD-1
FD-1 FD-1
2"S
4"S 4"S
FCO
4"S
4"S
2"S
2"S
4"S
4"S
2"S 2"S
4"S
FCO2"S2"S
2"S
2"S
FCO
4"S
2"S 2"S FCO2"S
4"S
4"S
FCO
FCO
4"S
2"S
4"S 4"S FCO
2"S 2"S
FCO
Line B
6"S EST. IE= -8'2" AT 5'0"
FROM BUILDING FACE
(255 DFUs)
Line A
6"S EST. IE= -6' 1" AT 5'0"
FROM BUILDING FACE
(216 DFUs)
(E)4"S (E)4"S(E)4"S (E)4"S
(E)4"S
(E)4"S
(E)4"S
(E)4"S
(E)4"S
(E)HD-1
(E)4"S
103
106
103
4"S UP TO
TFD-1 (TYP.)
4"S UP TO
FS-1 (TYP.)
103
106106
103103103103
106
103
106
103
103
103
101
106
103
103
103
FCO
106
106 106
103 103103103 103
103 103 103103 103
103103
106
103103
106
106
106
103
103103
103103
103103
103
103
103
103103
103
108
109 109 109 109 109
107
103
101 101 101 101
FCO
101
101
FCO
FCO
108
108
101
101
101
101
101
FS-3
FS-3
FS-3
101 101 101
101101 101
2"S UP FOR
FUTURE SHOWER
104 104
105
104
107
104
105
105
101
101
101
101
101
101
101
108 101
101
101
101
TWO-WAY CLEANOUT
TWO-WAY CLEANOUT
OFFICE
1002
OFFICE
1009
OFFICE
1008
OFFICE
1012
OFFICE
1013
OFFICE
1014
CAGE STORAGE
1062
RODENT RAT/MOUSE
1096
RODENT CGT
1099b
RODENT CGT
1100b
RODENT CGT
1101b
ANTE
1101a
ANTE
1100a
ANTE
1099a
OFFICE
1031
BA LAB
1049
DATA / ARCHIVES
1082A
105
108
POC, NEW 4"S TO EXIST. 4"S B/S,
FIELD VERIFY EXACT LOCATION
103
103
103
1034"S
108
FCO
2"S
TFD-1
TFD-1
103103
110110 111111
105
111111
1
1
1
1
1
1
4"S
TFD-1
101
(E)FCO
2%
FS-3
SLEEVE THRU WALL
CAPPED FOR FUTURE DRAINS
108
108
106
101
108
108
FCO
2"S
2"S
2"S
106
114
113
113
112
101
101
2
2
CLEAN AIR CLEAN AIR
VAN
C L E A N AIR C L E AN AIR CLE AN AIR CL EAN AIR CLEAN AI R CLEAN AIR
CLEAN AIR CLEAN AIR
CLEAN AIR CLEAN AIR CLEAN AIR CLEAN AIR CLEAN AIR
CLEAN AIR
VAN
NO
PARKING
E L F U E R T E S T .
L O K E R A V E E A S T
NO PARKINGNOPARKINGNO
PARKING
18'-0"
25'-0"
20'-0"
20'-0"
26'-0"
(E) DRIVEWAY
30'-0"
26'-0"
15'-0"
10'-0"
2'-0"18'-0"
26'-0"
18'-0"2'-0"
002
001
001
001
001
015
014
013
010
010
TYP.
006
TYP.
007
TYP.
005
TYP.
003
004
TYP.
004
004
TYP.
004
008
009
011
012
1
I0.5a
2
I0.5a
3
I0.5a
LANDSCAPE SETBACK
35'-0"
SEWER EASEMENT
15'-0"
SETBACK
20'-0"
017
017
017
017
I6.4
1
I6.2
1
I6.3
1
48
6
10
9
10
3
10
10
10
10
9
10
6
10
2
5
810
8
10
4
9
10
1
1
5
EXISTING SINGLE STORY W/ MEZZANINE BUILDING
TYPE III-B CONSTRUCTION
FIRE SPRINKLED
2 STORY
35' HIGH TOP OF PARAPET
1
I6.1
2
I6.1
3
I6.1
5'-0"
12'-0"
032
031031
029
025
026
027
028028
019
020
020
020 019
024
021021
025025
021021
022022
023
024
033
017
2
EXISTING FIRE LANE (HATCHED)
EXISTING POLE MOUNTED LIGHT FIXTURE.
1EXISTING PARKING STALL COUNT TOTAL
EXISTING DOCK HIGH TRUCK DOOR
EXISTING GRADE LEVEL TRUCK DOOR
EXISTING GRADE LEVEL, GLASS SECTIONAL DOOR
EXISTING FIRE HYDRANT
TRANSFORMER WITH CONCRETE PAD. (PROVIDE PROTECTION
BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS)
T
ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE.
EXISTING LANDSCAPE AND IRRIGATION AREA.
EXISTING PROPERTY LINE.
EXISTING DOCK HIGH TRUCK DOOR TO BE REMOVED
EXISTING GRADE LEVEL TRUCK DOOR TO BE REMOVED
Appendix A
Test Results
CWE 2220348.02 September 14, 2023 Appendix A, Page A-1
TABLE I: SUMMARY OF OPTIMUM MOISTURE & MAXIMUM DENSITY TEST RESULTS (ASTM D1557)
Soil
Type Description Optimum Moisture
(%)
Maximum Dry
Density (pcf)
1 Grayish Brown Clayey Sand 11.0 119.0
2 Recycled Base Material-Martin Marietta- Miramar 8.7 113.5
TABLE II: LABORATORY COMPACTED UNIT WEIGHT, HVEEM METHOD (ASTM D1560)
AC
Type Description Plant Provided Maximum Density (pcf)
AC1 3/4" III-B3-PG64-10 150.2
AC1 1/2" III-C3 PG64-10 148.6
TABLE III: SUMMARY OF FIELD IN-PLACE DENSITY TEST RESULTS (ASTM D6938) - SEWER
Test
No.Date Location Elev.
(feet)
Soil
Type
Field
Moisture
(%)
Field
Dry
Density
(pcf)
Max.
Density
(pcf)
Rel.
Comp.
(%)
S1 8/18/2022 4" Sewer, BA Lab (1049)99.5 1 16.5 107.8 119.0 90.6
S2 8/18/2022 4" Sewer, Data/Archives (1046A)100.0 1 15.5 108.8 119.0 91.4
S3 8/18/2022 4" Sewer, Occular Rat/Rabbit (1088B)99.5 1 13.8 97.6 119.0 82.0
S4 8/18/2022 4" Sewer, Imaging Ocular (1125)100.0 1 18.8 109.0 119.0 91.6
S5 8/18/2022 Retest S3 99.5 1 16.4 109.6 119.0 92.1
S6 8/26/2022 4" Sewer, MD Pig/Dog (1138)99.0 1 18.2 107.5 119.0 90.3
S7 9/9/2022 4" Sewer, Hallway (btw 1087-1094)100.0 1 14.5 108.0 119.0 90.8
S8 9/9/2022 4" Sewer, Men's (1040)100.0 1 14.3 107.1 119.0 90.0
S9 9/13/2022 4" Sewer, MD Pig/Dog (1143)100.0 1 11.1 108.3 119.0 91.0
S10 9/13/2022 4" Sewer, Necropsy (1064)100.0 1 15.4 110.7 119.0 93.0
S11 7/5/2023 NW of Receiving Dock, Line bwt MHs 405.5 1 15.7 108.5 119.0 91.2
S12 7/5/2023 NW of Receiving Dock, Line bwt MHs 404.5 1 16.6 109.1 119.0 91.7
S13 7/5/2023 NW of Receiving Dock, Line bwt MHs 405.5 1 15.9 110.3 119.0 92.7
S14 7/11/2023 West of Receiving Dock, Line South of MH 402.0 1 18.7 109.4 119.0 91.9
S15 7/11/2023 West of Receiving Dock, Line South of MH 404.0 1 19.9 108.1 119.0 90.8
S16 7/11/2023 West of Receiving Dock, Line South of MH 405.0 1 19.2 108.7 119.0 91.3
S17 7/12/2023 North of Receiving Dock, Line East of MH 402.0 1 16.2 107.8 119.0 90.6
S18 7/12/2023 North of Receiving Dock, Line East of MH 404.0 1 15.8 108.2 119.0 90.9
S19 7/12/2023 North of Receiving Dock, Line East of MH 402.0 1 16.3 107.5 119.0 90.3
S20 7/12/2023 West of Receiving Dock, Line East of MH 404.0 1 16.7 107.3 119.0 90.2
S21 7/18/2023 West of Receiving Dock, Line South of MH 402.0 1 15.8 107.8 119.0 90.6
S22 7/18/2023 North of Receiving Dock, Line East of MH 402.0 1 16.4 107.2 119.0 90.1
S23 7/18/2023 NW of Receiving Dock, Line bwt MHs 402.0 1 16.1 107.4 119.0 90.3
S24 7/18/2023 NW of Receiving Dock @ MH 402.0 1 15.6 108.5 119.0 91.2
S25 7/18/2023 NW of Receiving Dock, Line bwt MHs 404.0 1 15.9 108.1 119.0 90.8
S26 7/18/2023 NW of Receiving Dock @ MH 404.0 1 16.2 107.7 119.0 90.5
S27 8/15/2023 On-site Line, East of Main Entrance 404.0 1 12.5 113.6 119.0 95.5
* Locations within the building per uP201
**Elevation are based on: F.G. assumed to be 100 feet inside building & Top of Concrete at Manhole assumed to be 406.0'
per contractor for tests outside the building
I I
CWE 2220348.02 September 14, 2023 Appendix A, Page A-2
TABLE IV: SUMMARY OF FIELD IN-PLACE DENSITY TEST RESULTS (ASTM D6938) - WATER
Test
No.Date Location Elev.
(feet)
Soil
Type
Field
Moisture
(%)
Field
Dry
Density
(pcf)
Max.
Density
(pcf)
Rel.
Comp.
(%)
W1 8/23/2023 Service Tie-in @ Loker 97.0*2 12.8 110.4 113.5 97.3
W2 8/24/2023 Service Tie-in @ Loker 97.0*2 12.3 111.9 113.5 98.6
*Elevations are based on Loker existing asphalrt surface assigned 100.0 feet
TABLE V: SUMMARY OF FIELD IN-PLACE DENSITY TEST RESULTS (ASTM D6938) - DRY UTILITY
Test
No.Date Location Elev.
(feet)
Soil
Type
Field
Moisture
(%)
Field
Dry
Density
(pcf)
Max.
Density
(pcf)
Rel.
Comp.
(%)
DU1 9/16/2022 Electrical, Women's (1041)100.0 1 15.4 112.3 119.0 94.4
DU2 9/16/2022 Electrical, Corridor (1051)100.0 1 12.9 108.5 119.0 91.2
DU3 9/16/2022 Electrical, Corridor (1051)100.0 1 14.8 107.9 119.0 90.7
**Elevation are based on: F.G. assumed to be 100 feet inside building
TABLE VI: SUMMARY OF FIELD IN-PLACE DENSITY TEST RESULTS (ASTM D6938) - SUBDRADE
Test
No.Date Location Elev.
(feet)
Soil
Type
Field
Moisture
(%)
Field
Dry
Density
(pcf)
Max.
Density
(pcf)
Rel.
Comp.
(%)
SG1 9/20/2022 F.5-3.8, Necropsy (1149A)SG 1 11.3 118.2 119.0 99.3
SG2 9/20/2022 E.4-4, MD Pig/Dog (1143)SG 1 12.0 118.1 119.0 99.2
SG3 9/20/2022 E.5-4, Procedure (1067)SG 1 14.8 113.7 119.0 95.5
SG4 9/20/2022 D-4.2, Prep (1056)SG 1 13.3 118.6 119.0 99.7
SG5 9/20/2022 D.5-5, Corridor (1039)SG 1 12.1 116.1 119.0 97.6
SG6 9/20/2022 D-4.9, Mens (1040)SG 1 14.6 113.7 119.0 95.5
SG7 9/20/2022 C.7-4.9, Changing (1041B)SG 1 12.9 115.9 119.0 97.4
SG8 9/20/2022 C.1-3.9, Formulation Lab (1072)SG 1 11.4 118.2 119.0 99.3
SG9 9/20/2022 D-3.3, Procedure Supply Ocular (1131)SG 1 10.6 116.0 119.0 97.5
SG10 9/20/2022 D-2.9, Necropsy Ocular (1134)SG 1 14.9 115.8 119.0 97.3
SG11 9/20/2022 C.2-2.4, Ante (1099b)SG 1 12.3 105.1 119.0 88.3
SG12 9/20/2022 Retest SG11 SG 1 11.6 108.3 119.0 91.0
SG13 9/20/2022 B.4-3.8, Cell Culture (1075)SG 1 10.7 112.1 119.0 94.2
SG14 9/20/2022 B.1-4.2, BA Lab (1049)SG 1 9.0 118.1 119.0 99.2
SG15 9/20/2022 B.6-4.6, Operating Room (1053)SG 1 9.8 112.7 119.0 94.7
SG16 10/4/2022 MD Pig/Dog (1116)SG 1 14.1 112.0 119.0 94.1
SG17 10/4/2022 MD Pig/Dog (1142)SG 1 15.0 110.7 119.0 93.0
SG18 10/4/2022 MD Pig/Dog (1112)SG 1 11.6 109.8 119.0 92.3
SG19 10/4/2022 MD Pig/Dog (1138)SG 1 13.8 111.2 119.0 93.4
SG20 10/4/2022 MD Pig/Dog (1140B)SG 1 14.9 112.6 119.0 94.6
SG21 10/4/2022 MD Pig/Dog (1110)SG 1 12.5 115.1 119.0 96.7
SG22 11/15/2022 Concrete Generator Enclosure Pad SG 1 11.0 109.4 119.0 91.9
SG23 8/2/2023 West of Receiving Dock, Line South of MH SG 1 20.3 102.1 119.0 85.8
SG24 8/2/2023 West of Receiving Dock, Line South of MH SG 1 16.2 104.7 119.0 88.0
SG25 8/2/2023 West of Receiving Dock, Line East of MH SG 1 16.8 105.7 119.0 88.8
SG26 8/10/2023 West of Receiving Dock, Line South of MH SG 1 14.7 106.5 119.0 89.5
SG27 8/10/2023 West of Receiving Dock, Line South of MH SG 1 12.5 113.7 119.0 95.5
SG28 8/10/2023 West of Receiving Dock, Line South of MH SG 1 13.0 113.4 119.0 95.3
SG29 8/10/2023 West of Receiving Dock, Line South of MH SG 1 15.4 113.4 119.0 95.3
SG30 8/10/2023 Retest SG24 SG 1 16.9 107.7 119.0 90.5
SG31 8/10/2023 Retest SG23 SG 1 13.5 113.5 119.0 95.4
CWE 2220348.02 September 14, 2023 Appendix A, Page A-3
TABLE VI: SUMMARY OF FIELD IN-PLACE DENSITY TEST RESULTS (ASTM D6938) - SUBDRADE
Test
No.Date Location Elev.
(feet)
Soil
Type
Field
Moisture
(%)
Field
Dry
Density
(pcf)
Max.
Density
(pcf)
Rel.
Comp.
(%)
SG32 8/10/2023 Retest SG25 SG 1 11.9 106.4 119.0 89.4
SG33 8/10/2023 North of Receiving Dock, Line East of MH SG 1 12.5 114.1 119.0 95.9
SG34 8/11/2023 Retest SG26 SG 1 12.1 113.5 119.0 95.4
SG35 8/11/2023 Retest SG30 SG 1 11.9 113.8 119.0 95.6
SG36 8/11/2023 Retest SG32 SG 1 12.9 113.2 119.0 95.1
SG37 8/23/2023 Water Service Tie-in @ Loker SG 1 12.1 116.8 122.0 95.7
SG38 8/24/2023 Water Service Tie-in @ Loker SG 1 12.3 116.3 122.0 95.3
SG39 8/24/2023 Water Service Tie-in @ Loker SG 1 12.4 117.1 122.0 96.0
TABLE VII: SUMMARY OF FIELD IN-PLACE DENSITY TEST RESULTS (ASTM D6938) - BASE
Test
No.Date Location Elev.
(feet)
Soil
Type
Field
Moisture
(%)
Field
Dry
Density
(pcf)
Max.
Density
(pcf)
Rel.
Comp.
(%)
B1 8/24/2023 Water Service Tie-in @ Loker Base 2 12.2 113.3 113.5 99.8
B2 8/24/2023 Water Service Tie-in @ Loker Base 2 11.9 112.1 113.5 98.8
B3 9/7/2023 Water Service Tie-in @ Loker Base 2 10.4 112.0 113.5 98.7
B4 9/7/2023 Water Service Tie-in @ Loker Base 2 8.1 112.6 113.5 99.2
B5 9/7/2023 Water Service Tie-in @ Loker Base 2 9.6 112.0 113.5 98.7
TABLE VIII: SUMMARY OF FIELD IN-PLACE DENSITY TEST RESULTS (ASTM D2950) - ASPHALT CONCRETE
Test
No.Date Location Course
*
Asphalt
Material
Type
Wet
Density
(pcf)
Plant Provided
Max. Density (pcf)
Rel.
Comp.
(%)
AC1 9/7/2023 Water Service Tie-in @ Loker BC AC1 148.5 150.2 98.9
AC2 9/7/2023 Water Service Tie-in @ Loker BC AC1 148.2 150.2 98.7
AC3 9/7/2023 Water Service Tie-in @ Loker BC AC1 149.2 150.2 99.3
AC4 9/7/2023 Water Service Tie-in @ Loker FS AC2 147.1 148.6 99.0
AC5 9/7/2023 Water Service Tie-in @ Loker FS AC2 146.8 148.6 98.8
AC6 9/7/2023 Water Service Tie-in @ Loker FS AC2 146.8 148.6 98.8
* BC= Base Course, FS= Finished Surface