HomeMy WebLinkAbout; South Agua Hedionda Sewer Interceptor Pavement; South Agua Hedionda Sewer Interceptor Pavement; 2003-05-08Testing Engineers- San Diego, Inc.
IVfr. William Lopez
City of Carlsbad
5950 El Camino Real
Carlsbad, CA 92008
Established 1946
May 8,2003
Project No. 2002-0349F
Subject:
Project:
Dear Mr. Lopez:
AS-GRADED / PAVEMENT COMPACTION REPORT
City of Carlsbad - South Agua Hedionda - Sewer Interceptor
Carlsbad, California
In accordance with your request. Testing Engineers - San Diego, Inc. (TESD) has conducted compaction
testing during construction of the above referenced project. Services described herein were provided by
TESD from January 15,2003 through Febmary 28,2003.
As indicated in our field inspection reports, a representative of this office observed underground utility trench
backfill and compaction, compaction of impOTted aggregate base and placement of asphalt concrete pavement
for the referenced project. Backfill soil was placed in 6- to 8-inch thick lifts and compacted to a minimum 90
percent relative compaction of the soil's dry density as measured by ASTM D1557, for up to 12 inches below
subgrade. Aggregate base material and top 12 inches of subgrade soil were placed in 6- to 8-inch thick lifts
and compacted to 95 percent relative compaction of the dry density as measured by ASTM D1557.
Compaction of the backfill soil and aggregate base was obtained by a CAT 320B Track hoe with a
compaction wheel attachment, and a CAT L82 Loader.
For the asphalt concrete compaction, IR - ST80 and IR - DD224 rollers were used, and asphalt concrete
pavement was compacted to 95% relative compaction of its laboratory maximum density as determined by
ASTM D1561. Test numbers 194 and 198 for asphalt concrete paving had relative compaction results of 94
percent, however, these test areas were approved by the city inspector.
City of Carlsbad Senior Inspector Bill Lopez oversaw grading and pavement operations.
Summaries of field and laboratory compaction test results are provided on Tables 1 and 2. Results of our
field observations and density testmg indicate that the placement of utility trench backfill, aggregate base and
asphalt concrete pavement generally meets the minimum relative compaction requirements of 90, 95, and 95
percent, respectively.
If you should have any questions after reviewing this report, please do not hesitate to contact the undersigned
at (858) 715-5800.
Sinierely,
Testing Engine^ - San Diego, Inc,
Carl<» E. Acerc
StaflfEbgineer '
2002-(fc26 City of Carlsbad as-graded.cea
Chad M Davis, RCE 59908
Project Civil Engineer
Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-5810
Print Date:
Project Number;
Project Name:
Location:
Engineer:
Test# Test
Date
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
17A
1/15/03
1/15/03
1/15/03
1/15/03
1/15/03
1/15/03
1/15/03
1/15/03
1/15/03
1/15/03
1/16/03
1/16/03
1/16/03
1/16/03
1/16/03
1/16/03
1/17/03
1/17/03
1/17/03
1/17/03
1/17/03
Table 1
REPORT OF nOMPACTION TF.';T riATA
May 1,2003
2002-034gF
South Agua Hedionda
Carlsbad, CA
Chad Michael Davis, RCE 59908, Renewal 12/31/03
Material Structun Test Location Moisture
Field Opt.
Dry Density (pcf) Rel. Compaction
Field I Max. Qbtainec|Requirei
Conform
Non-Conform
« ISA 1/17/03
m
19A 1/17/03
S
S
s
s
s
s
s
s
s
s
s
s
s
s
s
s
AB
AB
AB
AB
AB
AB
AB
SS station 31+00, 2 ft. below AC, 2.5 ft.-3.0
ft. Ofbacl^fill
8.9% 10.5% 121.0 127.5 95% 95% Conform
ss Station 31+00. 2 fl. below AC, 2.5 ft.-3.0 ft
of backfill
9.2% 10.5% 121.2 127.5 95% 95% Conform
ss Station 32+00, 2 ft. below AC, 2.5 ft.-3.0 ft.
of backfill
9.4% 10.5% 121.7 127.5 95% 95% Conform
ss Station 32+50, 2 ft. below AC, 2.5 ft.-3.0 ft.
of backfill
9.1% 10.5% 121.7 127.5 95% 95% Conform
ss Station 33+00, 2 ft. below AC, 2.5 ft.-3.0 ft.
of backfill
9.7% 10.5% 121.6 127.5 95% 95% Conform
ss Station 34+00, 6 ft. below AC, 9 ft. of
backfill
11.1% 10.5% 122.1 127.5 96% 90% Conform
ss Station 34+50,4 ft. below AC, 9 ft. of
backfill
8.7% 10.5% 121.7 127.5 95% 90% Conform
ss Station 35+00,2 ft. below AC, 9 ft. of
backfill 11.0% 10.5% 122.6 127.5 96% 90% Conform
ss Station 35+50, 6 ft. below AC, 9 ft. of
backfill
11.0% 10.5% 120.6 127.5 95% 90% Conform
ss Station 36+00. 4 ft. below AC, 9 ft of
backfill
11.6% 10.5% 121.4 127.5 95% 90% Conform
ss Station 36+50, 4 ft. below FS, 9ft. of fill
placed
9.5% 10.5% 115.6 127.5 91% 90% Conform
ss Station 36+50, 2 ft. below FS, 9ft. of fill
placed
10.2% 10.5% 122.1 127.5 96% 95% Conform
ss Station 37, 2 ft. below FS, 9ft. of fill placed 11.1% 10.5% 121.2 127.5 95% 95% Conform
ss Station 37+25,2 ft. below FS, 9ft. of fill
placed
12.2% 10.5% 121.1 127.5 95% 95% Conform
ss Station 37+50, 2 ft. below FS, 9ft. of fill
placed 11.9% 10.5% 121.3 127.5 95% 95% Conform
ss Station 37+75,2 ft. below FS, 9ft. of fill
placed
12.0% 10.5% 121.5 127.5 95% 95% Conform
ss Station 31+25 Cannon Road E. of
Legoland Drive, FS -.5 ft.
15.1% 5.5% 129.4 144.5 90% 95% Nonconform
ss Station 31+75 Cannon Road E. of
Legoland Drive, FS -1 ft.
14.6% 5.5% 131.9 144.5 91% 95% Nonconform
ss Station 32+50 Cannon Road E. of
Legoland Drive, FS -1 ft.
16.2% 5.5% 128.9 144.5 89% 95% Nonconform
ss Station 33 Cannon Road E. of Legoland
Drive, FS -1 ft.
13.4% 5.5% 132.9 144.5 92% 95% Nonconform
ss Retest#17. Dated 01/17/03, Station
31+20 Cannon Road E. of Legoland
Drive, FS -.5 ft.
8.1% 5.5% 138.0 144.5 96% 95% Conform
ss Retest#18, Dated 01/17/03Station 31+78
Cannon Road E. of Legoland Drive, FS -
1ft.
6.6% 5.S% 140.7 144.5 97% 95% Conform
ss Retest#19, Dated 01/17/03, Station
32+50 Cannon Road E. of Legoland
Drive, FS -1 ft.
7.3% 5.5% 139.5 144.5 97% 95% Conform
Print Date:
Project Number:
Project Name:
Location:
Engineer:
^^^Q^LQECOMEMBQU TEST DATA
May 1, 2003
2002-0349F
South Agua Hedionda
Carlsbad, CA
Chad Michael Davis, RCE 59908, Renewal 12/31/03
20A 1/17/03
Test Location
21 1/20/03 AB
22 1/20/03 AB
23 1/20/03 AB
•«« mi
24 1/20/03 AB
25 1/20/03 AB
m 26 1/20/03 AB
27 1/20/03 AB
« 28 1/20/03 AB
m 29 1/20/03 AB
m 30 1/20/03 AB
mi 31 1/20/03 AB
m 32 1/20/03 AB
m 33 1/22/03 S
mi
34 1/22/03 S
m
m
35 1/22/03 S
m
36 1/22/03 S
mt 37 1/22/03 S
mt 38 1/22/03 S
m 39 1/22/03 S
m 40 1/22/03 S
m 41 1/22/03 S
m 42 1/22/03 S
m 43 1/22/03 S «• 44 1/22/03 S
^^^^5™Soi^^
Cannon Road E. of Legoland Drive. FS- ^^^"^ ^^^^ 1 ft. '
SS Cannon Road E. of Legoland Dr., Sta in 9% n «/ « ...
30+87 EL=AB ^'^'^ ^^2.6 118.5 95% 95%
SS Cannon Road E. of Legoland Dr., Sta 111 % 11 ^0/ ,, o n .. „
31+50 EL=AB ^^-^-^ ^^2.9 118.5 95% 95%
SS Cannon Road E. of Legoland Dr., Sta 32 99% 11 «/ ,
EL=AB ^^•^'^ ^13-4 118.5 96% 95%
3':57Er4l'°''^=°'"''°^-'^'^ ^1=% 1123 118.5 95% 95%
SS cannon Road E.cfLegc,and Dr., S,a 33 11.4% ,,.50. ,,3.2 1,8.5 96% 95%
34™::"°'^^°'^"'^''^-'^'^ ^^^-Z" 11=% 113.a 113.5 96% 95%
SS cannon Road E,ofLego,and Dr., S.a 35 9.9% 11.5% ,13.8 118.5 96% 95%
3t5™Sr°''^=°'^"''°^-'^'^ ^l-"-"" 11=% 113-2 118.5 96% 95%
SS cannon Road E.ofLe9o,and or., s,a 36 10.9% 11.5% 113.0 118.5 95% 95%
35:50 11=% 112.9 118.5 95% 95%
SS cannon Road EofLsgoland Dr., S.a 37 10.3% 11.5% nzr 1I8.5 95%
SS Cannon Road E. of Legoland Dr., sta 107% 11 w ....
37+50EL=AB "=% 11^-3 118.5 95%
'r.T^^.fo^^T:f:r- 1-= -%
,tFrr5feet°''^=*"''°^-'^'^^' 1°°% 113.4 123.5 92%
6™Eri1^5°feer"'°''''^ ^O"""" 11=3 123.5 90%
,°,l73"^^-4^. Of Legoland D^^ 1°°% "=.3 123.5 91%
62™:Fs"-5;eer"'''''-'''^ '''' "^l 123.= 90%
,t:sTfeet°''^°'^"'°'-''*^" 1°°% 11=-^ 123.5 91%
SS Cannon Road E. of Legoland Dr., sta 101% inn»/ HT, .O„
63+50 EL=FS-4.5 feet 123 = 91%
SS Cannon Road E. of Legoland Dr., Sta 64 9 8% inn»/ 117 c .o„
EL=FS-4.5feet 11*^.= 123.5 91%
6t57Er:FS.'4 5'feer"°^'''^ ^^-^ 11«= 123.5 92%
EtFr-r5feet°'''^*"'°^-'''^^^ 1°« 11^.3 128.5 91%
6t57Er:Fs'45°;eer"'"'^'^ 1°°°^» "3.2 128.5 92% .tFr.rrfeet"''^"'"'^'^'^'^^^ i°« n^i 123.5 91%
Rel. Compaction Conform
Jbtainec^equirec Non-Conform
Conform
95%
95%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
REPORT np CQMPAnTlf^M TEST DATA
m
Print Date:
Project Number-
Project Name:
Location:
Engineer:
I Test "!
'45
46
47
48
49
50
Test
Date
1/22/03
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
1/22/03
1/22/03
1/22/03
1/22/03
1/22/03
1/22/03
1/22/03
1/22/03
1/22/03
1/22/03
1/22/03
1/22/03
1/22/03
1/22/03
1/22/03
1/22/03
1/22/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
May 1, 2003
2002-0349F
South Agua Hedionda
Carlsbad, CA
Chad Michael Davis, RCE 59908, Renewal 12/31/03
jfviaterlaiptructur^Test Location
~S
Moisture
Field I Opt.
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
AB
AB
S
S
S
S
S
S
S
S
9.4% 9.0% 122.3 132.5 92% SS Cannon Road E. of Legoland Dr., Sta
66+50 EL=FS -4.5 feet
10.1% 9.0% 121.7 132.5 92%
er^solL^^^^^^^ '-^'^ ^-^^/^ 132.5 92%
SS Cannon R^^^^^^^ ^ ^^^^ ^^^ ^ ^^^ ^ ^^^^^
T.T,L~fs"^^^^^^^^ ^-^^/^ ^1^-« 132.5 90%
EL~^^^^^^ ''-''^^ '-'-'^ 119-9 132.5 90%
^LTs%Tfeet°''''°''"''''-^ ^20.9 128.5 94%
S:~feet°''''°'"'°^''^^ ''-'-'^ ^13.9 128.5 93%
ss Cannon Road E. of Legoland Dr., Sta
70+50 EL=FS -4.5 feet
SS Cannon Road E. of Legoland Dr Sta 71
EL=FS -4.5 feet
SS Cannon Road E. of Legoland Dr., Sta
71+50 EL=FS -4.5 feet
ss Cannon_RoadE. Of Legoland Dr., sta 10.8% 10.0% 116.2 128.5 90%
SS Cannon Road E. of Legoland Dr., Sta
72+50 EL=FS -4.5 feet
ss Cannon_RoadE.o,Legoi^ ,o.O% ,0.0% 1,6.6 ,28.5 91%
SS Cannon Road E. of Legoland Dr Sta
73+50 EL=FS -4.5 feet
SS Cannonj^oad^^^ ^^^^^
10.3% 10.0% 117.7 128.5 92%
9.8% 10.0% 117.6 128.5 92%
10.6% 10.0% 116.6 128.5 91%
10.8% 10.0% 116.2 128.5 90%
9.9% 10.0% 116.9 128.5 91%
10.0% 10.0% 116.6 128.5 91%
10.2% 10.0% 117.2 128.5 91%
EL=FS -4.5 feet
SS Cannon Road E. of Legoland Dr Sta
61+50 EL=FS-4.5 feet
SS Cannon Road E. of Legoland Dr. Sta
62+25 EL=FS -4.5 feet
SS Cannon Road, Sta 63 EL=FS -2.0 feet
5.6% 5.5% 139.9 144.5 97%
5.1% 5.5% 140.7 144.5 97%
9.6% 10.0% 122.4 128.5 95%>
SS Cannon Road. Sta 63+50 EL=FS-2.0 feet 10.0% 10.0% 122.6 128.5 95%
SS Cannon Road, Sta 64 EL=FS-2.0 feet 10.3% 10.0% 122.8 128.5 96%
SS Cannon Road. Sta 64+50 EL=FS-2.0 feet 11.1% io.o% 122.8 128.5 96%
SS Cannon Road. Sta 65 EL=FS-2.0 feet 10.6% 10.0% 123.8 128.5 96%
SS Cannon Road. Sta 65+50 EL=FS-2.0 feet 9.9% 10.0% 123.5 128.5 96%
SS Cannon Road. Sta 66 EL=FS-2.0 feet 10.3% io.O% 122.4 128.5 95%
mpaction
cfRequirecj
Conform
Non-Conform
90% Conform
90% Conform
90% Conform
90% Conform
90% Conform
90% Conform
90% Conform
90% Conform
90% Conform
90% Conform
90% Conform
90% Conform
90% Conform
90% Conform
90% Conform
90% Conform
95% Conform
95% Conform
95% Conform
95% Conform
95% Conform
95% Conform
95% Conform
95% Conform
95% Conform
95% Conform
REPORT OF COMPAf^TinM JEST DATA
Print Date:
Project Number:
Project Name:
Location:
Engineer:
Test #
71
72
73
74
75
76
77
Test
Date
1/23/03
78
79
80
81
82
83
84
85
86
87
89
90
91
92
92A
93
94
93A
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/23/03
1/24/03
1/24/03
1/24/03
1/24/03
May 1,2003
2002-0349F
South Agua Hedionda
Carlsbad. CA
Chad Michael Davis, RCE 59908, Renewal 12/31/03
Materialt
s"
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
AB
AB
AB
AB
AB
Jtructurt Test Location
ss Cannon Road, Sta 67 EL=FS -2.0 feet
ss Cannon Road, Sta 67+50 EL=FS -2.01
SS Cannon Road, Sta 68 EL=FS -2.0 feet
SS Cannon Road. Sta 68+50 EL=:FS -2.0 f
SS Cannon Road, Sta 69 EL=FS -2.0 feet
SS Cannon Road. Sta 69+50 EL=FS -2.0 ft
SS Cannon Road, Sta 70 EL=FS -2.0 feet
ss Cannon Road. Sta 74 EL=:FS -2.0 feet
SS Cannon Road, Sta 76 EL^FS -2.0 feet
SS Cannon Road, Sta 777+75 EL=FS -2 0
feet
SS Cannon Road, Sta 63 EL=FS -2.0 feet
SS Retest #92. Dated 01/23/03. Cannon
Road. Sta 63 EL=AB
SS Cannon Road, Sta 63+50 EL=AB
SS Cannon Road, Sta 64 EL=AB
SS Retest # 93. Dated 01/24/03. Cannon
Road, Sta 63+50 EL=AB
Moisture Dry Density (pcf) Rel. Compaction Conform
1 Field
10.1%
1 Opt.
10.0%
Field
123.2
1 Max.
128.5
Dbtainec
96%
jRequirec
95%
Non-Conform
Conform
9.8% 10,0% 122.7 128.5 95% 95% Conform
10.3% 10.0% 122.9 128.5 96% 95% Conform
11.2% 10.0% 122.4 128.5 95% 95% Conform
11.0% 10.0% 122.8 128.5 96% 95% Conform
10.6% 10.0% 122.8 128.5 96% 95% Conform
10.2% 10.0% 122.7 128.5 95% 95% Conform
9.9% 10.0% 122.9 128.5 96% 95% Conform
10.6% 10.0% 121.6 128.5 95% 95% Conform
10.9% 10.0% 121.6 128.5 95% 95% Conform
10.3% 10.0% 121.7 128.5 95% 95% Conform
10.0% 10.0% 122.4 128.5 95% 95% Conform
10.6% 10.0% 122.5 128.5 95% 95% Conform
11.2% 10.0% 122.9 128.5 96% 95% Conform
10.3% 10.0% 122.2 128.5 95% 95% Conform
11.0% 10.0% 123.3 128.5 96% 95% Conform
10.2% 10.0% 123.8 128.5 96% 95% Conform
9.7% 10.0% 122.3 128.5 95% 95% Conform
10.3% 10.0% 123.2 128.5 96% 95% Conform
10.9% 10.0% 122.7 128.5 95% 95% Conform
11.4% 10.0% 121.8 128.5 95% 95% Conform
4.3% 5.5% 133.4 144.5 92% 95% Nonconform
4.8% 5.5% 139.4 144.5 96% 95% Conform
5.1% 5.5% 132.8 144.5 92% 95% Nonconform
3.9% 5.5% 133.0 144.5 92% 95% Nonconform
5.3% 5.5% 137.3 144.5 95% 95% Conform
REPORT OF COMPArrTinM TEST HATA
m
m
Print Date:
Project Number:
Project Name:
Location:
Engineer:
May 1,2003
2002-0349F
South Agua Hedionda
Carlsbad, CA
Tests
94A
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
1/24/03
1/24/03
1/24/03
1/24/03
1/24/03
1/24/03
1/24/03
1/24/03
1/24/03
1/24/03
1/24/03
1/24/03
1/24/03
1/24/03
1/24/03
1/24/03
1/27/03
1/27/03
1/27/03
1/27/03
1/27/03
1/27/03
1/27/03
1/27/03
1/27/03
1/27/03
Conform
Non-Confor
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
S
S
S
S
S
S
S
AB
AB
AB
SS Cannon Road, Sta 65 EL=AB
SS Cannon Road, Sta 65+50 EL=AB
SS Cannon Road, Sta 66 EL=AB
SS Cannon Road, Sta 66+50 EL=AB
SS Cannon Road, Sta 67 EL=AB
SS Cannon Road, Sta 67+50 EL=AB
SS Cannon Road, Sta 68 EL=AB
SS Cannon Road, Sta 68+50 EL=AB
SS Cannon Road, Sta 69 EL=AB
SS Cannon Road, Sta 69+50 EL=AB
SS Cannon Road, Sta 70 EL=AB
SS Cannon Road, Sta 70+50 EL=AB
SS Cannon Road, Sta 71 EL=AB
SS Cannon Road, Sta 71+50 EL=AB
SS Cannon Road, Sta 90+25 EL=FS -2.0 ft
SS Cannon Road, Sta 91 EL=FS -2.0 ft
SS Cannon Road, Sta 91+75 EL=FS -2.0 ft
SS Cannon Road, Sta 92+50 EL=FS -2.0 ft
SS Cannon Road. Sta 93+25 EL=FS -2.0 ft
SS Cannon Road, Sta 94 EL=FS -2.0 ft
SS Cannon Road, Sta 72 EL=FS -2.0 ft
SS Cannon Road, Sta 72+50 EL=AB
SS Cannon Road, Sta 73 EL=AB
SS Cannon Road, Sta 73+75 EL=AB
0-t>"/o 5.5% 137.4 144.5 95% 95% Conform
10.9% 11.5% 114.0 118.5 96% 95% Conform
11.6% 11.5% 113.0 118.5 95% 95% Conform
11.1% 11.5% 114.2 118.5 96% 95% Conform
10.6% 11.5% 113.5 118.5 96% 95% Conform
11.7% 11.5% 112.7 118.5 95% 95% Conform
11.3% 11.5% 112.3 118.5 95% 95% Conform
11.5% 11.5% 112.8 118.5 95% 95% Conform
11.1% 11.5% 113.4 118.5 96% 95% Conform
10.8% 11.5% 112.7 118.5 95% 95% Conform
10.6% 11.5% 113.1 118.5 95% 95% Conform
11.0% 11.5% 113.8 118.5 96% 95% Conform
11.1% 11,5% 113.3 118.5 96% 95% Conform
11.2% 11.5% 113.8 118.5 96% 95% Conform
11.3% 11.5% 113.4 118,5 96% 95% Conform
10.8% 11.5% 113.2 118.5 96% 95% Conform
9.6% 10.0% 122.8 128.5 96% 95% Conform
9.8% 10.0% 123.0 128.5 96% 95% Conform
10.1% 10.0% 122.5 128.5 95% 95% Conform
9.7% 10.0% 122.7 128.5 95% 95% Conform
10.0% 10.0% 123.1 128.5 96% 95% Conform
10.4% 10.0% 122.8 128.5 96% 95% Conform
9.9% 10.0% 114.6 118.5 97% 95% Conform
10,2% 11.5% 114.2 118.5 96% 95% Conform
10.6% 11.5% 114.3 118.5 96% 95% Conform
10.4% 11.5% 113.1 118.5 95% 95% Conform
REPORT OF COMPAHTinN TEST OATA
Print Date:
Project Number;
Project Name:
Location:
Engineer:
May 1, 2003
2002-0349F
South Agua Hedionda
Carisbad, CA
Chad Michael Davis, RCE 59908, Renewal 12/31/03
-m 1 Test# Test
Date
Material Structure Test Location Moisture
Field 1 On!
Dry Density (pcO Rel. Compaction Conform
120 1/27/03 AB SS Cannon Road, Sta 74+75 EL=AB 11.0% 11.5% 114.6 118.5
>J\J\,<A\\ icLp\t?^UircC
97% 95%
1N 0 n- uo nror m
Conform
•m 121 1/27/03 AB SS Cannon Road, Sta 75+50 EL=AB 10.9% 11.5% 114.3 118.5 96% 95% Conform
nm 122 1/27/03 AB SS Cannon Road, Sta 76 EL=AB 11.6% 11.5% 114.7 118.5 97% 95% Conform
ml 123 1/27/03 AB SS Cannon Road, Sta 77 EL=AB 10,8% 11.5%, 114.1 118.5 96% 95% Conform
m 124 1/27/03 AB ss Cannon Road, Sta 77+75 EL=AB 10.9% 11.5% 113.8 118.5 96% 95% Conform
125 1/27/03 AB ss Cannon Road, Sta 78+50 EL=AB 11.3% 11.5% 113.1 118.5 95% 95% Conform
126 1/27/03 AB ss Cannon Road. Sta 79+25 EL=AB 11.0% 11.5% 113.8 118.5 96% 95% Conform
127 1/27/03 AB ss Cannon Road, Sta 80 EL=AB 11.6% 11.5% 114.0 118.5 96% 95% Conform
128 1/27/03 AB ss Cannon Road, Sta81+75 EL=AB 10.9% 11.5% 112.8 118.5 95% 95% Conform
129 1/27/03 AB ss Cannon Road, Sta 82+50 EL=AB 11.1% 11.5% 112.9 118.5 95% 95% Conform
m
130 1/28/03 AB ss Cannon Road, Sta 90 EL=AB 10.3% 11.5% 1147 118.5 97% 95% Conform
«•
131 1/28/03 AB ss Cannon Road. Sta 90+75 EL=AB 10.7% 11.5% 113.7 118.5 96% 95% Conform
132 1/28/03 AB ss Cannon Road, Sta 91+50 EL=AB 10.4% 11.5% 113.3 118.5 96% 95% Conform
133 1/28/03 AB ss Cannon Road, Sta 92+25 EL=AB 11.0% 11.5% 112.8 118.5 95% 95% Conform
-134 1/28/03 AB ss Cannon Road, Sta 93 EL=AB 11.2% 11.5% 112.7 118.5 95% 95% Conform
m '135 1/29/03 AC ss Cannon Road, Sta 31+50 EL=AC 146.8 149.5 98% 95% Conform
m» *136 1/29/03 AC ss Cannon Road, Sta 32 EL=AC 145.9 149.5 98% 95% Conform
<« *137 1/29/03 AC ss Cannon Road, Sta 32+50 EL=AC 146.2 149.5 98% 95% Conform
*138 1/29/03 AC ss Cannon Road, Sta 33 EL=AC 144.5 149.5 97% 95% Conform
m»
*139 1/29/03 AC ss Cannon Road, Sta 33+50 EL=AC 144.8 149,5 97% 95% Conform
•m
*140 1/29/03 AC ss Cannon Road, Sta 34+50 EL=AC 145.1 149.5 97% 95% Conform
Ml
'141 1/29/03 AC ss Cannon Road, Sta 35 EL=AC 145.4 149.5 97% 95% Conform
«•
•142 1/29/03 AC ss Cannon Road, Sta 35+50 EL=AC 144.7 149.5 97% 95% Conform
m •143 1/29/03 AC ss Cannon Road, Sta 36+50 EL=AC 145.2 149.5 97% 95% Conform
•144 1/29/03 AC ss Cannon Road, Sta 37 (61-) EL=AC 144.9 149.5 97% 95% Conform
mt '145 1/29/03 AC ss Cannon Road, Sta 62 EL=AC 147.1 149.5 98% 95% Conform
REPORT OF COMPArrinM TEST DATA
Print Date:
Project Number:
Project Name:
Location:
Test# Test
Date
•146 1/29/03
•147 1/29/03
•148 1/29/03
•149 1/29/03
•150 1/29/03
•151 1/29/03
•152 1/29/03
•153 1/29/03
May 1, 2003
2002-0349F
South Agua Hedionda
Carlsbad, CA
Chad Michael Davis. RCE 59908, Renewal 12/31/03
iMateriallStructurdTest Location
*154 1/29/03
'155 1/29/03
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
SS Cannon Road, Sta 63 EL=AC
SS Cannon Road, Sta 64 EL=AC
SS Cannon Road, Sta 65 EL=AC
SS Cannon Road. Sta 66 EL=AC
SS Cannon Road, Sta 67 EL=AC
SS Cannon Road, Sta 68 EL=AC
SS Cannon Road. Sta 369 EL=AC
SS Cannon Road. Sta 70 EL=AC
SS Cannon Road, Sta 71 EL=AC
SS Cannon Road, Sta 72 EL=AC
146.2 149.5 98% 95%
147.0 149.5 98% 95%
146.3 149.5 98% 95%
146.1 149.5 98% 95%
146.9 149.5 98% 95%
147.0 149.5 98% 95%
146.4 149.5 98% 95%
145.7 149.5 97% 95%
mt
•156 1/29/03 AC SS Cannon Road, Sta 73 EL=AC 145.6 149.5 Cannon Road, Sta 73 EL=AC 145.6 149.5 97%
•157 1/29/03 AC SS Cannon Road. Sta 74 EL=AC 145.1 149.5 Cannon Road. Sta 74 EL=AC 145.1 149.5 97%
mt •158 1/29/03 AC SS Cannon Road, Sta 75 EL=AC 145.9 149.5 Cannon Road, Sta 75 EL=AC 145.9 149.5 98%
•m •159 1/29/03 AC SS Cannon Road, Sta 76 EL=AC 1446.3
•160
Cannon Road, Sta 76 EL=AC 1446.3 149.5 967%
mm •160 1/29/03 AC SS Cannon Road, Sta 77 EL=AC 146.0 149.5
'161
Cannon Road, Sta 77 EL=AC 146.0 149.5 98%
m '161 1/29/03 AC SS Cannon Road, Sta 78 EL=AC 145.1 m
Cannon Road, Sta 78 EL=AC 145.1 149,5 97% m '162 1/29/03 AC SS Cannon Road, Sta 79 EL=AC 145.7 149.5 Cannon Road, Sta 79 EL=AC 145.7 149.5 97% •m •163 1/29/03 AC SS Cannon Road, Sta 80 EL=AC 146.2 mm
•164
Cannon Road, Sta 80 EL=AC 146.2 149.5 98%
•164 1/29/03 AC SS Cannon Road, Sta 81 EL=AC 144.7 149.5 •m
Cannon Road, Sta 81 EL=AC 144.7 149.5 97%
m
•165 1/29/03 AC SS Cannon Road, Sta 82 EL=AC 145.4 149.5 97%
'166 1/29/03 AC SS Cannon Road, Sta 82+50 EL=AC 146.1 149.5 98%
at •167 1/29/03 AC SS Cannon Road, Sta 90 EL=AC 146,5 149.5 Cannon Road, Sta 90 EL=AC 146,5 149.5 98%
•mt
'168 1/29/03 AC SS Cannon Road, Sta 90+50 EL=AC 145.2 149.5 97%
m 169 1/30/03 AB ss Cannon Road Manhole, Sta 60 EL=AB 6.1% 5.5% 140.5 144.5 97%
mt •170 1/30/03 AC SS Cannon Road, Sta 91+50 EL=AC 145.1 149.5 97%
m *i7i 1/30/03 AC ss Cannon Road, Sta 92+25 EL=AC 146.3 149.5 98%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
REPORT OF COMPACTION TEST DATA
Print Date:
Project Number;
Project Name;
Location;
Engineer:
May 1.2003
2002-0349F
South Agua Hedionda
Carisbad, CA
Chad Michael Davis, RCE 59908, Renewal 12/31/03
Test# Test
Date
Material Structure Test Location
•172 1/30/03 AC
173 1/30/03 AB
'174 1/30/03 AC
mi *174A 1/30/03 AC
'175 1/30/03 AC
'176 1/30/03 AC
•177 1/30/03 AC
mm 178 2/4/03 S
179 2/4/03 S
Ml
180 2/4/03 S
181 2/4/03 S
182 2/4/03 S
183 2/5/03 S
184 2/5/03 S
185 2/5/03 S
186 2/5/03 AB
187 2/5/03 AB
• 188 2/5/03 S
189 2/5/03 S
urn 190 2/5/03 S
-m
191 2/5/03 S
m
mt
192 2/5/03 S
mt
193 2/6/03 S
M "194 2/6/03 S
m^ 195 2/6/03 S
m 196 2/6/03 S
SS Cannon Road Manhole, Sta 60 EL=AC
SS Cannon Road Manfiole, Sta 34+25 EL=AB
SS Cannon Road Manhole, Sta 60 EL=AC
SS Retest #174, Dated 01/30/03
SS Cannon Road Manhole, Sta 34+25 EL=AC
SS Cannon Road Manhole, Sta 34+25 EL=AC
SS Cannon Road Manhole, Sta 93+50 EL=AC
P
P
Moisture
Field 1 Opt
Dry Density (pcf) Rel. Compaction Conform
Field Max. Obtainec|Requirec Non-Conform
11.2% 11.5%
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
Sewedine Station, 20+90 -1.5 ft. below AC,
2.5 ft. of fill
Sewerline Station, 21+80 -1.5 ft. below AC,
2.5 ft. of fill
Sewerline Station, 23+80 -1.5 ft. below AC,
3 ft. of fill
Sewerline Station. 23+95 -1.5 ft. below AC,
3 ft. of fill
Sewerline Station, 24+25 -2 ft. below AL, 2
ft. of fill
Sewerline Station, 94+20 -3 ft. below AC
Sewerline Station, 93+90 -1.5 ft. below AC
Sewerline Station, 94+00 -1.5 ft. below AC
Sewedine Station, 94+15 -1.5 ft. in depth
Sewerline Station, 93+90 -1.5 ft. in depth
Sewerline Station, 27+70 1.5 ft. below AC.
3 ft. in depth
Sewedine Station, 27+00 1.5 ft. below AC,
3 ft. in depth
Sewerline Station, 26+30 1.5 ft. below AC,
3 ft. in depth
Sewerline Station, 25+60 1.5 ft. below AC,
3 ft. in depth
Sewerline Station, 24+90 1.5 ft. below AC,
3 ft. in depth
Sewerline at Station, 17+00 -3 ft. below AC
Sewerline at Station, 17+50 -1.5 ft. below
AC
Sewedine at Station, 18+00 -1.5 ft. below
AC
Sewerline al Station. 18+80 -3 ft. below AC
9.1%
9.0%
8.8%
9.2%
9.4%
9.2%
9,4%,
9.5%
5.1%
4.9%
8.1%
8.2%
7.8%
8.5%
8.3%
9.1%
9.8%
9.9%
9.6%
10.0%
10.0%
10.0%
10.0%
10.0%
10.0%
10.0%
10.0%
5.5%
5.5%,
9.0%
9.0%
9.0%
9.0%
9.0%
10.5%
10.5%
10.5%
10.5%
146.0
113.4
135.1
143.5
144.1
144.8
145.0
121.7
121.8
121.4
122.2
122.7
122.8
122.3
134.4
144.8
143.4
137.4
136.1
133.9
137.2
137.1
119.9
120.4
120.9
120.3
149.5 98% 95% Conform
118.5 96% 95% Conform
149.5 90% 95% Nonconform
149.5 96% 95% Conform
149.5 96% 95% Conform
149.5 97% 95% Conform
149.5 97% 95% Conform
128.5 95% 95% Conform
128.5 95% 95% Conform
128.5 94% 95% Conform
128.5 95% 95% Conform
128,5 95% 95% Conform
128.5 96% 90% Conform
128.5 95% 95% Conform
128.5 105% 95% Conform
144.5 100% 95% Conform
144.5 99% 95% Conform
132.5 104% 95% Conform
132.5 103% 95% Conform
132.5 101% 95% Conform
132.5 104% 95% Conform
132.5 103% 95% Conform
127.5 94% 90% Conform
127.5 94% 95% Nonconform
127.5 95% 95% Conform
127.5 94% 90% Conform
REPORT OF COMPACTION TEST DATA
Print Date:
Project Number:
Project Name;
Location:
May 1,2003
2002-0349F
South Agua Hedionda
Carisbad, CA
Engineer: Chad Michael Davis, RCE 59908, Renewal 12/31/03
Test# Test
Date
Material Structurt Test Location Moisture
Fiftlri nnt
Dry Density (pcf)
FiolH Mav
Rel. Compaction
'^htainprR^ni lir^r
Conform
W n.-(^7i n fn rm 197 2/6/03 S P Sewerline al Station. 19+50 -1.5 ft. below
AC
Sewerline at Station, 20+50 -1.5 ft. below
AC
10.0% 10.5% 120.7 127.5 95% 95%
INUI I^V-rUI LIUi 111
Conform
**198 2/6/03 S P
Sewerline al Station. 19+50 -1.5 ft. below
AC
Sewerline at Station, 20+50 -1.5 ft. below
AC
10.4% 10.5% 120.4 127.5 94% 95% Nonconform
m 199 2/6/03 S P Sewerline at Station, 28+20 -1.5 ft. below
AC
Sewerline Station, 30+00 -1.5 ft. in depth
10.1% 10,5% 120.5 127.5 95% 95% Conform
mt 200 2/7/03 AB P
Sewerline at Station, 28+20 -1.5 ft. below
AC
Sewerline Station, 30+00 -1.5 ft. in depth 5.6% 5.5% 138.2 144.5 96% 95% Conform
•m 201 2/7/03 AB P Seweriine Station, 29+50 -1.5 ft, in depth 5.7% 5.5% 138.2 144.5 96% 95% Conform
m 202 2/7/03 AB P Sewerline Station, 28+90 -1.5 ft. in deplh 5.4% 5.5% 138.2 144.5 96% 95%, Conform
203 2/7/03 AB P Sewerline Station, 28+10 -1.5 fL in depth 5.2% 5.5% 137.6 144.5 95% 95% Conform
204 2/7/03 AB P Sewerline Station, 27+50 -1.5 ft in depth 5.7%, 5.5% 137.4 144.5 95% 95% Conform
205 2/7/03 AB P Sewerline Station, 26+50 -1.5 ft. in depth 5.1% 5.5% 139.0 144.5 96% 95% Conform
206 2/7/03 AB P Sewerline Station, 25+80 -1.5 ft in depth 5.8% 5.5% 137.8 144.5 95% 95% Conform
207 2/7/03 AB P Sewedine Station, 25+00 -1.5 ft. in depth 5.2% 5.5% 137.6 144.5 95% 95% Conform
208 2/7/03 AB P Sewerline Station, 24+45 -1.5 ft. in depth 4.8% 5.5% 137.3 144.5 95% 95% Conform
209 2/7/03 AB P Sewerline Station, 23+50 -1.5 ft. in depth 5.8% 5.5%, 137.7 144.5 95% 95% Conform
210 2/7/03 S P Manhole at Staion 28+53, -2.5 ft. below AC 10.7%, 9.0% 134.8 132.5 102% 95% Conform
... 211 2/7/03 S P Manhole at Station 28+73. -1.5 ft. below
AC
Sewerline Station, 22+75 -1.5 ft. in depth
10.9% 9.0% 135.7 132.5 102%, 95% Conform
212 2/10/03 AB P
Manhole at Station 28+73. -1.5 ft. below
AC
Sewerline Station, 22+75 -1.5 ft. in depth 4.3% 5.5% 137.7 144.5 95% 95% Conform
-** 213 2/10/03 AB P Sewerline Station, 21 +90 -1.5 ft. in depth 4.1% 5.5% 138.4 144.5 96% 95% Conform
214 2/10/03 AB P Sewedine Station, 21+00 -1.5 ft. in depth 4.4% 5.5% 138.6 144.5 96% 95% Conform
-Mi* 215 2/10/03 AB P Sewedine Station, 17+25 -1.5 ft. in depth 4.5%. 5.5% 138.4 144.5 96% 95% Conform
•m
216 2/10/03 AB P Sewerline Station, 18+25 -1.5 ft. in depth 4.2% 5.5% 137.9 144.5 95% 95% Conform
217 2/10/03 AB P Sewerline Station, 19+25 -1.5 ft. in depth 4.3% 5.5% 137.9 144.5 95% 95% Conform
m
218 2/10/03 AB P Sewerline Station, 20+25 -1.5 ft. in depth 4.4% 5.5% 138.9 144.5 96% 95% Conform
m
219 2/10/03 S P Sewedine Station, 13+25 -5 ft. in depth 8.5%, 9,0% 131.8 132.5 99% 90% Conform
m 220 2/10/03 S P Sewerline at Station, 13+95 -2.5 ft. below
AC
8.9% 9.0% 132.4 132.5 100% 95% Conform *• 221 2/10/03 S P Sewerline at Station, 14+70 -3.5 ft below
AC
Sewerline at Station, 15+50 -5 ft. below AC
8.4% 9.0% 132.3 132.5 100% 90% Conform
mi 222 2/10/03 S P
Sewerline at Station, 14+70 -3.5 ft below
AC
Sewerline at Station, 15+50 -5 ft. below AC 9.0% 9.0% 132.8 132.5 100% 90% Conform
REPORT OF COMPACTION TEST DATA
Print Date:
Project Number-
Project Name:
Location:
May 1,2003
2002-0349F
South Agua Hedionda
Carisbad, CA
Engineer-Chad Michael Davis, RCE 59908, Renewal 12/31/03
Tesl# Test
Date
MaterialBlructurdTest Location Moisture Dry Density (pcf) Rel. Compaction Conform
224 2/10/03 S P Sewerline at Station. 16+25 -2 ft. below AC 8.8% 9.0%. 133.1 132.5 100% 95% Conform
225 2/18/03 S P Sewerline Station, 16+20 -1.5 ft. in deplh 12.4% 9.0% 135.9 132.5 103% 95% Conform
226 2/18/03 S P Sewerline Station, 15+80 -1.5 ft. in depth 12.1% 9.0% 135.3 132.5 102% 95% Conform
ml 227 2/18/03 S P Sewerline Station, 15+20 -1.5 ft. in depth 11.7%, 9.0% 134.8 132.5 102%, 95% Conform
•m 228 2/18/03 S P Sewedine Station. 12+45 -6 ft. in depth 11.5% 9.0% 133.4 132.5 101% 90% Conform
229 2/19/03 S P Sewedine Station, 12+00 -7 ft. in depth 9.1% 9.0% 125.5 132.5 95%. 90% Conform
230 2/19/03 S P Sewedine Station, 12+20 -4 ft. in depth 9.2% 9.0% 125.7 132.5 95% 90% Conform
231 2/19/03 S P Sewedine Station, 12+50 -1.5 ft. in depth 9.4% 9.0% 126.1 132.5 95% 90% Conform
tm
232 2/19/03 S P Sewerline Station, 12+00 -6 ft. in depth 9.5% 9.0% 126.0 132.5 95%, 95%, Conform
233 2/19/03 S P Sewerline Station, 12+45 -4 ft. in depth 8.4% 9.0% 123.4 132.5 93% 90% Conform
234 2/19/03 S P Sewerline Station, 11 +50 -7 ft. in depth 8.8% 9.0% 124.0 132.5 94% 90% Conform
235 2/19/03 S P Sewerline Station, 11+75 -5 ft. in depth 8.9% 9.0% 124.3 132.5 94% 90%, Conform
236 2/19/03 S P Sewerline Station, 11+30-1.5ft. in depth 8.9%, 9.0% 125.5 132.5 95% 95%, Conform
237 2/19/03 S P Sewerline Station, 11+00-6 ft. in depth 9.0% 9.0% 132.5 132.5 100% 90% Conform
238 2/19/03 S P Sewedine Station, 11 +05 -4 ft. in depth 10.1% 9.0% 132.5 132.5 100% 90% Conform
239
240
2/20/03 S P Manhole for Sewedine at Station 24+50, -
2.5 below AC
11.2% 9.0% 126.4 132.5 95% 90%, Conform
239
240 2/20/03 S P Manhole for Sewerline at Station 24+55, -
1.5 below AC
10.5% 9.0% 125.5 132.5 95% 95% Conform
241 2/20/03 AB P Manhole for Sewerline at Station 24+50 at
bottom of AC
5.5% 6.0% 140.0 144.5 97% 95% Conform
242 2/20/03 AB P Manhole for Sewerline at Station 24+60 at
bottom of AC
6.2%, 6.0%, 140.0 144.5 97% 95% Conform
•m
243 2/20/03 S P Manhole for Sewedine at Station 20+63, -
3.5 below AC
8.8% 9.0% 123.9 132.5 94% 90% Conform
m
244 2/20/03 S P Manhole for Sewerline at Station 20+68, -
1.5 below AC
9.1%, 9.0% 125.4 132.5 95% 95% Conform
m
245 2/20/03 S P Seweriine at Station, 20+95 -4 ft. below AC 9.0% 9.0% 122.8 132.5 93% 90% Conform
m
246 2/20/03 S P Sewerline at Station, 21+35 -4 ft. below AC 9.2% 9.0% 123.4 132.5 93%, 90%, Conform
m 247 2/20/03 S P Sewedine al Station, 21+00 -1.5 ft. below
AC
Sewerline at Station, 21+40,1.5 at bottom
of AC
Sewerline at Station, 20+63, 1.5 ft. in
depth
8.9% 9.0% 126.2 132.5 95% 95% Conform
mk 248 2/20/03 S P
Sewedine al Station, 21+00 -1.5 ft. below
AC
Sewerline at Station, 21+40,1.5 at bottom
of AC
Sewerline at Station, 20+63, 1.5 ft. in
depth
9.5% 9.0% 126.1 132.5 95% 95%. Conform
m 249 2/21/03 AB P
Sewedine al Station, 21+00 -1.5 ft. below
AC
Sewerline at Station, 21+40,1.5 at bottom
of AC
Sewerline at Station, 20+63, 1.5 ft. in
depth
5.7% 6.0% 138.0 144.5 96% 95% Conform
REPORT OF COMPArTln^J TEST DATA
Print Date;
Project Number;
Project Name;
Location;
Engineer:
May 1, 2003
2002-0349F
South Agua Hedionda
Carlsbad, CA
Chad Michael Davis, RCE 59908, Renewal 12/31/03
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
m 273
, 274
ml 275
2/21/03
2/21/03
2/21/03
2/21/03
2/21/03
2/21/03
2/21/03
2/21/03
2/21/03
2/22/03
2/22/03
2/22/03
2/22/03
2/22/03
2/22/03
2/22/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
AB
AB
S
S
S
AB
AB
S
AB
AB
AB
AB
AB
AB
AB
AB
AB
AB
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
95%
95%
90%
90%
95%
95%
sewerline al Station, 20+95, 1.5 ft. in 6.7%^o^40.4 144.5 97%
Sewerline^^ ,3,^ ^^^^^ ^^^^ ^^^^^
M^nholejorse ,59., ^^^.^^ ^^^^ ^^^^ ^^^^^
^^^1°^^^^^^^--^^^^^^^^ 16.5% 107.6 110.0 98%
~jr~'''^^*'°"^'^^«-- ^'-''^ ^^-^"/^ 10^-7 110.0 97%
~p?h'~^''*^^'°"^'^^^-- ^-^"/^ 6-0% 138.3 144.5 96%
SewerlineatStation.16+95,1.5ftindepth 6.5% 6.0% 138,9 144.5 96% 95%
SewerlineatStalion,10+80,-5belowAC 10.3% 10.0% 120.4 128.5 94%
SewerlineatStation,10+70,-3beIowAC 10.6% 10.0% 120,3 128,5 94%
M^nhc^ej^^ 9.0% 122.7 132.5 93%
3~wAc'"''"'''*'^^^^^ ''-'"'^ '-'-'^ 120.7 132.5 91%
sewerline at Station. 10+50,-7 below AC 9.8% 9.0% 122.I 132.5 92%
SewerlineatStation. 10+35.-5belowAC 9.5% 9.0% 121.4 132.5 92%
15t«~^''^^''^^ ^°-1^/« 9.0% 125.2 132.5 94%
SewerlineatStation. 10+20,-3 below AC 10.8% 9.0% 122.0 132.5 92%
SewerlineatStation.10+25.-1.5belowAC 10.9% 9.0% 125.3 132.5 95%
SewerlineatStation,16+60,1.5ftindepth 5.4% 6,0% 138.2 144.5 96%
Sewerline at Station. 15+75. 1.5 ft in depth 6.1% 6.0% 137.7 144.5 95%
SewerlineatStation, 15+00. 1.5ftindepth 6.2% 6.0% 138.6 144.5 96%
SewerIineatStation.14+25,1.5ftindepth 6.4% 6.0% 137.5 144.5 95%
SeweriineatStation, 13+50, 1.5ftindeplh 6.0% 6.0% 137.7 144.5 95%
'rftTde^r'^^ ^-^^/^ 133-3 144.5 96%
SewerIineatStation.12+20.1.5ftindepth 5.7% 6.0% 139.4 144.5 96%
SewerlineatStation,11+50,1.5ftindepth 5.5% 6,0% 136.8 144.5 95%
SewerIineatStation,10+80,1.5ftindepth 5.0% 6.0% 140.4 144.5 97%
SewerlineatStation, 10+25, 1.5ftindepth 5.4% 6.0% 138.2 144.5 96%
90%
90%
90%
90%,
90%
90%
95%
90%
95%
95%,
95%
95%
95%,
95%
95%
95%
95%
95%,
95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Print Date;
Project Number:
Project Name:
Location:
Engineer:
^^EQSIjQF^OMPACTONJlEST^^
May 1, 2003
2002-0349F
South Agua Hedionda
Carisbad, CA
•276
•277
'278
'279
'280
'281
'282
•283
•284
•285
•286
'287
•288
'289
•290
•291
'292
•293
•294
'295
•296
•297
•298
'299
•300
'301
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
2/24/03
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
sewerline at Station 30+15, 5 ft of 3/4"
inches AC
Sewedine at Station 29+20, 5 ft of 3/4
inches AC
Sewerline at Station 28+73,5 ft of 3/4
inches AC
Sewerline at Station 28+00, 5 ft of 3/4
inches AC
Sewedine at Station 27+25,5 ft of 3/4
inches AC
Sewedine al Station 26+50, 5 ft of 3/4
inches AC
Sewerline at Station 25+75, 5 ft of 3/4
inches AC
Seweriine al Station 25+00, 5 ft of 3/4
inches AC
Seweriine at Station 23+50, 5 ft of 3/4
inches AC
Seweriine at Station 22+70, 5 ft of 3/4
inches AC
Sewedine at Station 22+00, 5 ft of 3/4
inches AC
Sewerline at Station 21+30, 5ftof 3/4
inches AC
Seweriine at Station 20+50, 5 ft of 3/4
inches AC
Seweriine at Station 19+80, 5 ft of 3/4
inches AC
Seweriine at Station 19+00, 5 ft of 3/4
inches AC
Seweriine at Station 18+35, 5 ft of 3/4
inches AC
Sewerline al Station 17+60,5 ft of 3/4
inches AC
Sewerline at Station 16+90, 5 ft of 3/4
inches AC
Seweriine al Station 16+20, 5 ft of 3/4
inches AC
Seweriine at Station 15+50, 5 ft of 3/4
inches AC
Seweriine at Station 14+75. 5 ft of 3/4
inches AC
Seweriine at Station 14+00, 5 ft of 3/4
inches AC
Seweriine at Station 13+25, 5 ft of 3/4
inches AC
Seweriine at Station 12+50, 5 ft of 3/4
inches AC
Sewedine at Station 11+75,5 ft of 3/4
inches AC
Seweriine at Station 11+00, 5 ft of 3/4
inches AC
149.7 152.7 98%,
148.5 152.7 97%
148.7 152.7 97%,
148.8 152.7 97%
149.3 152.7 98%,
148.6 152.7 97%,
149.0 152.7 98%,
149.9 152.7 98%
150.0 152.7 98%
151.7 152.7 99%
149.8 152.7 98%
151.1 152.7 99%
149.6 152.7 98%
149.0 152.7 98%
148.9 152,7 98%
151.6 152.7 99%
148.7 152.7 97%
152.0 152.7 100%
151.6 152.7 99%
152.0 152.7 100%
149.8 152.7 98%
150.2 152.7 98%
150.4 152.7 98%
149.8 152.7 98%
150.1 152.7 98%
151.2 152.7 99%
95%
95%
95%
95%
95%,
95%
95%,
95%
95%,
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Q5%
95%
95%,
95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
REPORT OF COMPArrinM TEST DATA
Print Date;
Project Number;
Project Name:
Location:
Engineer-
May 1,2003
2002-0349F
South Agua Hedionda
Carlsbad, CA
m
*302 2/24/03
*303 2/24/03
•304 2/28/03
'305 2/28/03
*306 2/28/03
'307 2/28/03
•308 2/28/03
*309 2/28/03
*310 2/28/03
*311 2/28/03
•312
«l
'313
mt
'314
'315
^ '316
^ -317
« '318
^ '319
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
*320 2/28/03
*321 2/28/03
'322
mt
'323
'324
*325
•326
mm
«*327
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
I Material,
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P Seweriine at Station 10+20, 5 ft of 3/4
inches AC
Seweriine at Station 10+00,5 ft of 3/4
inches AC
Seweriine at Station. 10+21.1 1/2 inches
thicl< of 1/10 inch AC
Seweriine al Station, 11+00,1 1/2 inches
thickof 1/10 inch AC
Seweriine at Station, 12+00.1 1/2 inches
Wick of 1/10 inch AC
Seweriine at Station, 12+87,1 1/2 inches
thick of 1/10 inch AC
Seweriine at Station. 13+40, 1 1/2 inches
thick of 1/10 inch AC
Seweriine at Station , 14+00,1 1/2 inches
thick of 1/10 inch AC
Sewerline at Station, 14+85,1 1/2 inches
thick of 1/10 inch AC
Seweriine at Station , 15+75,1 1/2 inches
thick of 1/10 inch AC
Sewedine at Station , 16+73,1 1/2 inches
thick of 1/10 inch AC
Sewedine at Station, 17+50. 1 1/2 inches
Ihick of 1/10 inch AC
P Seweriine at Station, 18+50. 1 1/2 inches
thickof 1/10 inch AC
P Seweriine at Station. 19+50,1 1/2 inches
thickof 1/10 inch AC
P Seweriine at Station. 20+50.1 1/2 inches
thick of 1/10 inch AC
Sewedine at Station. 21+50,1 1/2 inches
thick of 1/10 inch AC
Seweriine at Station. 22+50,1 1/2 inches
thick of 1/10 inch AC
Seweriine at Station , 23+50, 1 1/2 inches
thick of 1/10 inch AC
Seweriine at Station , 25+50, 1 1/2 inches
thick of 1/10 inch AC
Seweriine al Station , 27+00,1 1/2 inches
thick of 1/10 inch AC
Seweriine at Station . 28+50,1 1/2 inches
thick of 1/10 inch AC
Seweriine at Station , 30+00. 1 1/2 inches
thick of 1/10 inch AC
Seweriine at Station , 31+50, 1 1/2 inches
thick of 1/10 inch AC
Seweriine at Station. 33+00, 1 1/2 inches
thick of 1/10 inch AC
Seweriine at Station, 34+50. 1 1/2 inches
thick of 1/10 inch AC
Sewedine al Station , 36+00,1 1/2 inches
thick of 1/10 inch AC
149.9 152.7 98% 95% Conform
148.7 152.7 97% 95% Conform
146.8 152.7 96% 95% Conform
145.8 151.0 97% 95% Conform
145.0 151.0 96% 95% Conform
144.5 151.0 96% 95% Conform
146.8 151.0 97% 95% Conform
145.0 151.0 96% 95% Conform
144.5 151.0 96% 95% Conform
144.3 151.0 96% 95% Conform
145.2 151.0 96% 95% Conform
144.9 151.0 96% 95% Conform
147.5 151.0 98% 95% Conform
145.9 151.0 97% 95% Conform
146.2 151.0 97% 95% Conform
144.8 151.0 96% 95% Conform
144.2 151.0 95% 95% Conform
145.8 151.0 97% 95% Conform
145.1 151.0 96% 95% Conform
144.5 151.0 96% 95% Conform
145.2 151.0 96% 95% Conform
146.1 151.0 97% 95% Conform
146.7 151.0 97% 95% Conform
148.1 151.0 98% 95% Conform
145.8 151.0 97% 95% Conform
144.6 151.0 96% 95% Conform
m
m
Print Date:
Projecl Number-
Project Name:
Location;
Engineer
BEPQRTOLCQMPACTION TESTHATA
May 1,2003
2002-0349F
South Agua Hedionda
Carlsbad, CA
Test# Test
Date
mt
•328
•329
'330
'331
•332
'333
'334
•335
•336
'337
•338
'339
'340
•341
•342
'343
•344
'345
•346
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
2/28/03
p ^ I "^Hd I Opt
P Seweriine at Station, 37+50, 1 1/2 inches
thick of 1/10 inch AC
P Seweriine at Station. 39+00. 1 1/2 inches
thick of 1/10 inch AC
P Sewedine al Station, 40+50. 1 1/2 inches
thick of 1/10 inch AC
P Seweriine at Station. 42+50, 1 1/2 inches
thick of 1/10 inch AC
P Seweriine al Station, 44+50, 1 1/2 inches
thick of 1/10 inch AC
P Seweriine at Station , 48+50, 1 1/2 inches
thick of 1/10 inch AC
P Seweriine at Station, 50+50,1 1/2 inches
cap of 1/iOofan inch AC
P Seweriine at Station. 52+50.1 1/2 inches
capof 1/10ofan inch AC
P Seweriine at Station. 54+50,1 1/2 inches
cap of 1/10 of an inch AC
P Seweriine at Station, 56+50,1 1/2 inches
cap of 1/10 of an inch AC
P Seweriine at Station .58+50. 1 1/2 inches
cap of 1/10 of an inch AC
P Seweriine at Station , 60+50,1 1/2 inches
cap of 1/I0ofan inch AC
P Seweriine at Station, 62+50, 1 1/2 inches
cap of 1/10 of an inch AC
P Seweriine at Station, 64+50, 1 1/2 inches
cap of 1/10 of an inch AC
P Seweriine at Station. 64+40, 1 1/2 inches
cap of 1/10 of an inch AC
P Seweriine at Station, 69+65,1 1/2 inches
capof 1/10 of an inch AC
P Sewedine at Station, 69+65, 1 1/2 inches
cap of 1/10 of an inch AC
P Seweriine at Station, 71 +65. 1 1/2 inches
cap of 1/10 of an inch AC
P Seweriine al Station , 73+65. 1 1/2 inches
-ASPHALT CONCRFTr..... r. ""^^ °^ '"-^^^ AC 1^1° ^7% 95% Conform
11 - I EST NUMRFR oo'3 \MAt^ i»,.r-.,
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
147.1 151.0 97% 95%
146.2 151.0 97% 95%
145.9 151.0 97% 95%
146.8 151.0 97% 95%
147.3 151.0 98% 95%
144.2 151.0 95% 95%
144.0 151.0 95% 95%
145,0 151.0 96% 95%,
144.3 151.0 96% 95%
144.8 151.0 96% 95%
144.3 151.0 96% 95%
143.7 151.0 95%
145.5 151.0 96%
146.1 151.0 97%
145.2 151.0 96%
146.4 151,0 97%
148.1 151.0 98%o
146.0 151.0 97%
95%
95%
95%,
95%
95%
95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
,NOTE-TESTNUMBER223WAS,NADVERTANTLVSK,PPEDBVTHETECHN,C,AN.
TABLE 2
RESULTS OF MAXIMUM DENSITY TESTS
(ASTM-D-1S57)
SAMPLE. DESCRIPnON MAXIMUMDRY OPTIMUM MOISTURE
DENSITY (PCF) CONTENT (%)
m
-« 1 Orange brown silty sand 127.5 10.5
m 2 Class n aggregate base 144.5 5.5
•w 3 YeUow brown clayey sand with trace
of gravel 128.5 10.0
4 Orange silty sand with trace of gravel
sand 132.5 9.0
•m
ml
5 Gray brown recycled base with A.C. 118.5 11.5
mt
6 Yellow brown poorly graded sand 110.0 16.5
m 7 Class H aggregate base 144.5 6.0
8 Gray light brown clayey sand with gravel 124.0 11.5
««
9 Yellow light brown sand 133.0 7.5
l« 5253 C2-AR 4000 - Hanson San Marcos 152.7
5263 C2-AR 4000 - Hanson San Marcos 151.0
•m