HomeMy WebLinkAbout3190; Rancho Santa Fe North Phase 2; Rancho Santa Fe North Phase 2; 2006-09-12Dudek i& Associates, Inc.
1645 So. Rancho Santa Fe Rd,. #202
San Marcos, CA 92078
September 12, 2006
Contract No.: 65808
SEP 1 4 2006 Attention: Mr. Jason Linsdau
Subject: As-Graded Compaction Report
Projeci: Rancho Santa Fe Road North - Phase 2
Carisbad. CA
References: 1, 'Xlradiug Plam for Remcho Sonki Fc Road Phase 2, " dated November 7, 2003, prepared
by Dokken Engineering.
2, "Structure Foundalion hn'e.sligalion. " dated July 2000. prepared by Geocon Inc.
Dear Mr. Linsdau:
In accordance with your request. Testing Engineers San Diego (T ESD) has conducted grading observafions
and compaction testing during the road construction at the above referenced project site (see Figure I Site
Location Map). Services described herein were provided by l ESD from June 2, 2004 to July 11.2006.
A lepresentative ofthis office observed the grading of Rancho Santa Fe Road North in general accordance
with the approved geotechnical report, plans- and specifications. Our construction monitoring consisted of
the observation and testing ofa 5100 foot section ofthis 6 lane arterial street, from Station 244+00 to Station
295-100, This section of roadway contained £i 368 foot bridge over San Marcos Creek from Station 270+32
lo 274+00. Road construction for this projeci also included improvements on sections of San Elijo Road. La
Costa Meadows Drive, Melrose Drive, Corintia Street, and 2 Vallecitos Water District Access Roads. The
limits of compaction testing for these roads are summarized in Table I below.
Table 1
Begin End
Road Improvements Improvements
(Station) (Station)
— Rancho Santa Fe Road 244+00 295+00
San Elijo Road 97+76 99+40
La Costa Meadows Drive 10+00 14+00
m Melrose Drive 207+86 214+00
Corintia Street 10+00 12+15
VWD #1 1+00 3+15
m VWD #2 10+00 13+76
Summaries of laboratory and field compaction test results are provided in Appendix A, Tables 2 and 3.
respectively. On site and import materials were used as fill. The fill was placed, compacted, and tested
for compliance with a minimum 90% and 95% relative compaction requiremenL as applicable.
Testing Engineers San Diego, Inc.
A Bureau Veritas Company
7895 Convoy Court, Suite 18
San Diego, CA 92111
Main: (858) 715-5800
Fax; (858 715-5810
www. us. b ureau Veritas. com
Dukek & Associates, Inc.
Rancho Santa Fe Road North-Phase 2
Contract No.:65808
It should be noted that the precision of the field and laboratory maximum dry density test results are
subject to variation inherent with testing procedures and heterogeneous material characteristics.
Quantitative values of testing precision have been documented by the American Society of Testing and
Materials. For example, results indicate the accuracy of the ASTM D-1557 test to be plus or minus 4
percent ofthe mean density. Based on this information, relative compaction results should be interpreted
as approximate values subject to variations in lateral and vertical directions.
Survey lines and elevations relative to grade modifications, final design grades, locations of various
elements, etc., were established by others.
Field Monitoring services provided by this office, consisting of visual observation of compaction
operations and random in-place density test, are intended as assistance to the owner/client in monitoring
apparent reasonable compliance with the project earthwork specifications. The presence of our field
representative during the work progress did not involve any direct supervision of the
contractor/subcontractor. Technical advice and suggestions were provided upon request based upon the
results of the tests and observations. In any case, no warranty or responsibility for the contractor's
performance is intended or implied.
Based on the observations and testing made during construction by TESD representatives, it is our opinion
that the roadway earthwork was constructed in general conformance with the approved project plans and
specifications. If you should have any questions after reviewing this report, please do not hesitate to contact
the undersigned at (858) 715-5800.
Sincerely,
Testing Engineers - US Labs.
Nick Tracy, EIT
Staff Engineer
Van W. Olin, GE 2
Principal Geotechnical ^figfnccf'
NTWOiimm
Attachments: Figure 1: Site Location Map
Appendix A: Table 2 and Table 3
Distribution : (6) Addressee
•Includes copies for Caltrans submittal.
SCHEMATIC ONLY - NOT A CONSTRUCTION DRAWING
1" = 800'
(Approx)
Ref: Google Earth
NOTE: This figure may contain areas of color. TE-U.S. Labs cannot be
responsible for any subsequent misinterpretation of the information resuH-
ing from black and white reproductions of this figure.
Testing Engineers - U.S. Labs, Inc.
7895 Convoy Court, Suite 18
San Diego, CA 92111
Tel: (858) 715-5800 Fax: (858) 715-5810
Title
Site Location Map
Project: Rancho Santa Fe Road North, Phase 2
Drwn: NJT Contract No: 65808
Date
September, 2006 Figure:
1
m
mm
m
Dudek & Associates Inc.
Rancho Santa Fe Road North, Phase 2
Connect No.: 65808
TABLE2
RESULTS OF MAXIMUM DENSITY TESTS
(ASTM-D-1557)
m
m
SAMPLE # DESCRIPTION MAXIMUM DRY
DENSITY (PCF)
OPTIMUM MOISTURE
CONTENT (%)
1 On-site: Orange brown silty SAND 133.5
2 On-site: Yellow-brown silty clayey 134.5
SAND w/gravel
3 On-site: Brown sandy CLAY 123.0
4 On-site: Brown silty SAND ] 31.0
5 On-site: Clayey SAND/Silty SAND 137.5
8 Import: Lt brown Med. Coarse SAND 132.5
9 Field Mix: SAND 133.5
10 Import: Yellow Brown SAND 134.0
11 Import: Light Brown SAND 116.0
12 Import: Medium Coarse SAND 132.5
14 On-site: Clayey SAND/Silty SAND 137.0
16 On-site: Brown Clayey SAND w/gravel 129.0
17 On-site: Olive Brown Clayey SAND 128.0
w/gravel
25 On-site: Brown Silty Sandy CLAY 121.5
26 On-site: Light Brown Silly SAND 121.5
27 Import: Silty SAND 125.5
30 On-site: Clayey GRAVEL 140.0
31 On-site: Silty SAND 132.0
32 Import: Poorly Graded SAND 135.0
33 On-site: Well Graded SAND 134.0
8.5
9.0
11.0
8.5
7.0
8.5
8.0
7.5
6.5
8.0
8.0
9.0
9.5
10.5
11.0
11.0
6.0
8.5
9.0
7.5
Dudek & Associates Inc.
Rancho Santa Fe Road North, Phase 2 Contt-actNo.: 65808
m 34 On-site: Well Graded SAND 132.5 8.0
m
m 35 Import: y/'CMB 122.0 11.5
m 38 Import: Class II AG 134.5 8.0
m 39 Import: Class 11 AG 143.0 6.5
m 46 Import: Class II AG 137.0 9.5
m 50 Import: Misc. Aggregate Base 134.0 6.0
m
m 51 Import: Misc. Aggregate Base 135.0 7.0
m 61 On-site: Well Graded SAND 134.0 8.5
m 74 Import: BASE 138.0 6.5
m 75 Import: BASE 108.5 16.5
76 Import: BASE 140.5 7.0
-81 Import: BASE 121.5 11.0
96 Import: Rock Base 122.5 11.0
mm 97 Import: Clayey SAND w/gravel 124.0 U.O
IMI 98 On-site: Clayey SAND 132.5 9.0
99 Import: Rock Base 143.5 6.5
m 100 On-site: Silty SAND/Clayey SAND 131.5 9.0
102 Import: Clayey SAND 130.5 9.5
i03 Import: Clayey SAND 134.0 8.0
m 104 On-site: Silty SAND 140.0 7.0
-105 On-site: Clayey SAND 137.0 7.5
m 107 On-site: Silty SAND 133.5 6.5
•1 108 On-site: Clayey SAND 139.5 6.5
m 109 On-site: Clayey SAND 138.5 7.0
m 110 Import: Clayey SAND 136.0 7.0
m Dudek & Associates Inc.
Rancho Santa Fe Road North, Phase 2 Contract No.
m 111 Import: Rock Base 118.5 12.0
119 On-site: Reddish/Dark Brown Silty
SAND
123.5 10.5
m
m
120 Import; Brovra Well-graded GRAVEL
w/ silt and sand
137.0 6.0
m 123 Import: Brown Well-graded GRAVEL
with sand
131.5 6.0
m
m
125 Import: Brown Well-graded GRAVEL
with sand
120.5 12.5
m
m
126 On-site: Olive-Brown Silty SAND
w/gravel
133.5 8.0
m 127 Import: Light Brown Silty SAND 133.0 9.5
m
m 135 Import: Grayish-Brown well-graded
GRAVEL w/silt
128.0 8.0
m
m 136 Import: Grayish-Brown well-graded
GRAVEL w/sand
129.5 8.0
m
137 Import: Dark Grayish-Brown well-graded
GRAVEL w/silt and sand
129.5 8.5
m
m
138 Import: Dark Gray well-graded GRAVEL
w/ silt and sand
129.0 8.5
m
m
144 Import: Brown poorly graded GRAVEL
w/ silt and sand
138.0 4.5
m
m
145 Import: Grayish-Brown well-graded
GRAVEL w/ sih and sand
122.5 8.0
m 146 Import: AC Grinds 126.5 5.5
m
m
m
m
m
m
m
m
m
m
m
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
66808
Rancho Santa Fe Road North, Phase 2
Carlsbad. Califomia
Test
Jl
Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks w
1
# Date
R/orano^
Test Location Elev. (ft)
Field Opt. Field IMax. Obt. Req. Non-Conform
Remarks
2 1 6/2/2004 RSF S. bound, sta. 265+70, 60'W of CL 358 9.3% 8.5%
3 1 6/2/2004 RSF S. bound, sta. 265+80, 75'W of CL 360 10.1% 8,5%
4 1 6/3/2004 Sta. 269+80,84" E of CL 322 10.3% 8.5%
5 1 6/3/2004 Sta. 270+00,40' E of CL 324 9.8% 8.5%
6 1 6/3/2004 Sta. 270+10,20'E of CL 326 10 5% 8 5%
7 1 6/4/2004 Sta. 270+00 at CL 528 18.0% 8.5%
8 1 6/7/2004 Sta. 271+00,40'Wof CL 530 10.1% 8.5%
9 1 6/7/2004 Sta. 270+60,10'Wof CL 532 10.5% 8.5%
10 1 6/8/2004 Sta. 270+80,20'Wof CL 334 10.5% 8 5%
11 1 6/8/2004 Sta. 270+30 at CL 335 9.8% 8.5%
12 5 6/21/2004 RSF S. bound, Sta. 275+40, 40'Wof CL 334 9.1% 7.0%
13 5 6/21/2004 RSF S. bound, Sta. 275+60, 20" W of CL 336 8.8% 7 0%
14 2 6/22/2004 RSF Sta. 274+80,60'N of CL 322 9.2% 9.0%
15 2 6/22/2004 RSF Sta. 274+75,60' N of CL 324 9.4% 9.0%
16 5 6/22/2004 RSF S. bound, 275+00,40' W of CL 326 9.1% 7.5%
17 5 6/22/2004 RSF S. bound, 274+80,20'Wof CL 328 8.8% 7.5%
18 5 6/22/2004 RSF N. bound, Sta. 274+80, 20'Eof CL 326 10.1% 7.5%
19 5 6/23/2004 RSF N. bound, Sta. 275+00, 20' E of CL 328 10.4% 8.5%
20 5 6/23/2004 RSF N. bound, Sta. 275+10, 40'E of CL 330 10.0% 8.5%
21 2 6/23/2004 RSF Sta. 274+40,30'W of CL 324 9.1% 9.0%
22 2 6/23/2004 RSF Sta. 273+80, 10'Eof CL 326 9.9% 9.0%
23 5 6/23/2004 RSF N. bound 326 8.3% 7.5%
24 5 6/23/2004 RSF N. bound 328 8.7% 7.5%
25 5 6/23/2004 RSF N. bound 330 9.1% 7.5%
26 5 6/23/2004 RSF N. bound 332 9.5% 7.5%
27 5 6/23/2004 RSF N. bound 334 9.5% 7.5%
124.2
123.3
130.8
129.3
131.3
130.8
128.9
129.9
128.9
130.1
131.6
131.3
127.8
129.3
131.2
130.2
130.3
131.0
130.5
130.1
130.0
132.2
131.3
130.5
130.9
130.8
133.5
133.5
133.5
133.5
133.5
133.5
133.5
133.5
133.5
133.5
137.5
137.5
134.5
134.5
137.5
137.5
137.5
137.5
137.5
134.5
134.5
137.5
137.5
137.5
137.5
137.5
94%
93%
92%
98%
97%
98%
98%
97%
97%
97%
97%
96%
95%
95%
96%
95%
95%
95%
95%
95%
97%
97%
96%
95%
95%
95%
95%
90%
90%
90%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Confomn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Confomi
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
ff fffiititffVffi llllll 11 tiiiiaiiri ffl 111
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
it
Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarlts fr
28
If
5
Date
6/24/2004 R.<5F Ria 97A+fin at r^i
Elev. (ft)
Field Opt. Field Max. Otrt. Req. Non-Conform
Remarlts
29
30
30A
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
5 6/25/2004 RSF Sta. 275+00 at CL 338 8.7%
5 6/29/2004 RSF Sta. 274+50, 20' W of CL 329.5 9.5%
5 6/29/2004 RSF Sta. 274+50,20'Wof CL 329.5 8.7%
5 6/29/2004 RSF Sta. 274+10, 20' E of CL 331.5 91%
5 6/29/2004 RSF Sta. 274+20, 10' E of CL 333.5 9 5%
5 6/29/2004 RSF Sta. 274+30 at CL 335.5 9.5%
7/6/2004 Abbut. #1, Sta. 269+40, 50' E of CL 325.5 9.9%
7/6/2004 Abbut. #1, Sta. 269+50, 50' E of CL 327,5 9,5%
7/6/2004 Abbut. #1, Sta. 269+60, 50'Eof CL 329.5 10,3%
7/6/2004 Abbut. #1, Sta. 269+55, 45' E of CL 331.5 11.1%
7/6/2004 Abbut.#1, Sta. 269+55,45'E of CL 333.5 9,1%
7/7/2004 Abbut. #1, Sta. 269+80, 50'Eof CL 335.0 10,3%
7/7/2004 Abbut. #1, Sta. 270+60, 30'Wof CL 335,0 9.5%
7/13/2004 Abbut. #4(R), Sta. 273+00, 75' E of CL 325.0 10.3%
7/13/2004 Abbut. #4(R), Sta. 273+40, 60' E of CL 325.0 9.9%
7/14/2004 Abbut #4{R), Sta. 273+20, 40'E of CL 325,0 11.1%
7/14/2004 Abbut, #4(R), Sta. 273+60, 30' E of CL 327,0 10.7%
7/19/2004 RSF, Sla. 269+00, 10' W of CL 350.0 9,9%
7/19/2004 RSF, Sla. 269+50. 30'Wof CL 352.0 10,3%
7/19/2004 RSF. Sta. 268+50 at CL 354.0 9.9%
7/19/2004 RSF, Sta. 268+00, 10'WofCL 356,0 10,7%
7/19/2004 RSF, Sta. 267+50, 10' W of CL 358.0 10.3%
7/20/2004 RSF, Sta. 270+00 348,0 9,9%
7/20/2004 RSF, Sta. 270+25 350.0 10.7%
8/3/2004 RSF, Sta, 270+40, 22' E of CL 337.0 11,1%
8/3/2004 RSF, Sta. 271+00, 20' E of CL 337.O 10.7%
7.5%
7.9%
7.9%
7.5%
7.9%
7.5%
8.5%
8,5%
8.5%
8.5%
8.5%
8,5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
130.3
125.1
130.5
130.1
130.1
130.3
127.8
127,5
132,0
129.0
126.7
128.1
129,6
128.6
127.4
130.2
130.2
127,2
128.2
127.8
128.8
126.8
128,7
127.7
127.4
130,5
137.5
137.5
137.5
137.5
137.5
137.5
133.5
133,5
133.5
133.5
133.5
133,5
133.5
133.5
133.5
133,5
133.5
133,5
133.5
133.5
133,5
133.5
133.5
133.5
133.3
133.5
96%
95%
91%
95%
95%
95%
95%
96%
96%
99%
97%
95%
96%
97%
96%
95%
98%
98%
95%
96%
96%
96%
95%
96%
96%
96%
98%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
90%
90%
95%
95%
95%
95%
Conform
Conform
Nonconform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
i9Firiiiff«iiff«ff«ff9iiiJiitiiiiiiifffiiii
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test Sample Test
Test Localion Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks # #
c
Oate
Test Localion Elev. (ft)
Field Opt. Field Max. Obt Req. Non-Conform
Remarks
55 5 8/13/2004 RSF. Abbut #4®, Sta at' Wof CL 531.0 8.3% 7,0% 133,8 137.5
56 5 8/16/2004 RSF, Sta. 274+00,30'E of CL 329.0 7.1% 7,0% 132.5 137.5
57 5 8/16/2004 RSF. Sta. 273+90,40'E of CL 331.0 7.9% 7,0% 134.5 137.5
60 5 8/20/2004 RSF S. bound. STA 275+50 328,0 9.1% 7.0% 131.8 137.5
61 5 8/20/2004 RSF S. bound. STA 276+00 330.0 9.9% 7.0% 132.0 137,5
62 5 8/20/2004 RSF S, bound. STA 275+75 332,0 10.3% 7,0% 132,7 137,5
63 5 8/20/2004 RSF S, bound. STA 276+00 334,0 9,1% 7.0% 135.0 137,5
64 5 8/20/2004 RSF S. bound, STA 276+20 . 336.0 10.3% 7,0% 132.2 137.5
65 1 8/25/2004 RSF S. bound, STA 265+00,40'W of CL 365.0 10.7% 8,5% 124.9 133.5
66 1 8/24/2004 RSF S. bound, STA 264+75,60'Wof CL 367.0 9.5% 8.5% 125.5 133.5
67 1 8/24/2004 RSF S. bound, STA 265+00,60'W of CL 369.0 9.9% 8.5% 124,1 133.5
68 1 6/24/2004 RSFS. bound, STA 265+75,60'Wof CL 366.0 11,1% 8,5% 125,2 133.5
69 1 8/24/2004 RSF S. bound, STA 266+00,60' W of CL 367,5 10,3% 8.5% 124.2 133.5
70 2 9/1/2004 RSF Sta 275+50 20'E. of CL 332.0 10,7% 8.5% 129,7 135.5
71 2 9/1/2004 RSF Sta 275+75 20'E. of CL 334.0 9,9% 8.5% 131.2 135.5
72 2 9/1/2004 RSF Sta 275+50 20' E. of CL 336,0 10.3% 8,5% 131,5 135.5
73 2 9/1/2004 RSF Sta 276+50 10'E. of CL 338.0 9,5% 8.5% 130,6 135,5
74 2 9/1/2004 RSF Sta 265+30 10' W. of CL 366,0 9,1% 8,5% 130.3 135.5
75 2 9/1/2004 RSF Sta 267+00 40' W. ofCL 363,0 10.7% 8,5% 131,3 135,5
76 2 9/1/2004 RSF Sta 268+00 40* W. of CL 362,5 11,1% 8,5% 132,1 135,5
77 2 9/2/2004 RSF Sta 275+75 40'W. of CL 340.0 9,9% 8.5% 129.4 135.5
78 5 9/2/2004 RSF Sta 277+00 20' W, of CL 338.0 9.1% 7.0% 133.5 137.5
79 5 9/2/2004 RSF Sta 276+00 @ CL 342,0 9.5% 7.0% 132.5 137,5
80 2 9/2/2004 RSF Sta 277+00 40 W. OfCL 340,0 10.3% 8,5% 130,1 135,5
81 5 9/2/2004 RSF W. Choker Sta 276+00 344.0 9.9% 7,0% 133.9 137,5
82 2 9/2/2004 RSF Sta 278+00 20'W. of CL 338.0 11,1% 8.5% 130.1 135.5
96%
97%
96%
98%
96%
96%
97%
98%
96%
94%
94%
93%
94%
93%
96%
97%
97%
96%
96%
97%
97%
95%
97%
96%
96%
97%
96%
95%
95%
95%
95%
95%
95%
95%
95%
95%
90%
90%
90%
90%
90%
95%
95%
95%
95%
90%
90%
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
Confomi
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
fl II 11 II II 11 II II 11 II II II II 11 ffl fl VI it
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
Jl
Sample
Jl
Test
Test Localion Elev. (ft)
Moisture Dry Densrty (pcf) Relative Comp. Conform
Remarks ff
83
ff
2
Date
Test Localion Elev. (ft)
Field Opt. Field Max. Obt Req. Non-Conform
Remarks
84 2 9/3/2004 RSF Sta 267+00 10' W. of CL
85 2 9/9/2004 RSF Sta 269+00 10'E, of CL
86 2 9/9/2004 RSF Sta 268+00 @ CL
87 2 9/9/2004 RSF Sta 267+00 @ CL
88 2 9/9/2004 RSF Sta 269+00 15'E. of CL
89 2 9/9/2004 RSF W. Choker Sta 265+50
90 2 9/9/2004 RSF W. Choker Sta 267+00
91 2 9/9/2004 RSF W. Choker Sta 268+00
92 5 9/13/2004 VWD Access Rd. 1 Sta 1+60 ^
93 16 9/13/2004 RSF Sta 270+00 @ CL
94 16 9/13/2004 RSF Sta 270+00 @ CL
95 17 9/14/2004 Melrose Dr, Sta 210+00
96 17 9/14/2004 Melrose Dr. Sta 211 +00
97 17 9/14/2004 Melrose Dr. Sta 212+00 _
98 17 9/14/2004 Melrose Dr. Sta 209+00 @ CL
99 2 9/21/2004 Abbut #1 L W. Wingwall BF
100 2 9/21/2004 Abbut #1 L W, Wingwall BF
101 2 9/21/2004 Abbut #1 L W. Wingwall BF
102 2 9/21/2004 Abbut #1 LW. Wingwall BF
103 16 9/23/2004 Abbut #1 L wall BF
104 16 9/23/2004 Abbut #1 L wall BF
105 16 9/23/2004 Abbut #1 L wall BF
106 16 9/23/2004 Abbut #1 L wall BF
107 16 9/23/2004 Abbut. #1 L wati BF
108 16 9/24/2004 Abbut. #4 L wall BF
109 16 9/24/2004 Abbut #4 L wall BF
CL
CL
CL
!CL
362.0
355.5
363,0
363.0
357,5
37.0
364.0
359.5
340.0
352.0
354.0
349.5
350,5
351,5
352.5
341,0
343,0
345.0
348.0
340.0
342.0
344.0
346,0
348,0
330,0
332.0
8.7%
9.9%
9,1%
10.7%
9.9%
10.7%
11.1%
10.3%
9,5%
10,3%
9.9%
11.1%
10.3%
9,9%
9.5%
9.1%
11,1%
9.9%
10.7%
10,7%
9,1%
8.7%
11,1%
10.3%
11,1%
10,3%
8,5%
8.5%
8.5%
8.5%
8.5%
8,5%
8,5%
8.5%
7,0%
8,0%
8.0%
8.5%
8.5%
8,5%
8.5%
8.5%
8.5%
8.5%
8,5%
9.0%
9,0%
9,0%
9.0%
9,0%
9.0%
9,0%
129.8
131,0
130,9
130.9
132.8
131.7
132.4
130.0
130.9
124.2
127,7
123.2
122,7
125.1
124.4
129.1
130.5
133.6
129.4
124,3
128.5
127.4
125.4
124.2
128,2
127.0
135.5
135,5
135.5
135.5
135,5
135,5
135.5
135.5
137,5
130.5
130.5
128.0
128,0
128,0
128.0
135.5
135,5
135,5
135,5
129.0
129.0
129,0
129.0
129.0
129.0
129,0
96%
97%
97%
97%
98%
97%
98%
96%
95%
96%
98%
96%
96%
98%
97%
95%
96%
99%
95%
96%
100%
99%
97%
96%
99%
98%
90%
90%
95%
95%
90%
95%
90%
90%
95%
95%
95%
95%
95%
95%
95%
95%
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
Confomi
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
<iiiitiifiiiffifliliiiiiiiifiilffiiiffiffi
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Sanla Fe Road North, Phase 2
Carlsbad, Califomia
Test Sample Tost
Test Localion
AUU..t JIA 1 II nr-
Elev. (fl)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff #
IR
Dale
onAnnnA
Test Localion
AUU..t JIA 1 II nr-
Elev. (fl)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
111 16 9/24/2004 Abbut #4 L wall BF 336.0 9,9%
112 16 9/24/2004 RSF Sta 264+50 10'W. of CL 365.5 9.1%
113 16 9/24/2004 RSF Sta 264+7510' W. of CL 367.5 9.5%
114 16 9/27/2004 Abbut #1 L W. Wingwall BF 346.0 11.9%
115 16 9/27/2004 Abbut #1 L W. Wingwall BF 348,0 10.3%
116 16 9/27/2004 Abbut #1 L W, Wingwall BF 350.0 10,7%
117 16 9/27/2004 Abbut #1 L W. Wingwall BF 352.0 11.1%
118 16 9/27/2004 RSF Sta 264+7510' W. of CL 370,0 10.3%
119 16 9/27/2004 RSF Sta 264+5010' W, of CL 372,0 9.9%
120 16 9/27/2004 RSF Sta 264+5010'W. of CL 374,0 10,7%
121 5 9/28/2004 Abbut #4R wall BF 10'N. of N, wall face 332.0 8.3%
122 5 9/28/2004 Abbut #4R wall BF 15'N. of N, wall face 334.0 9.5%
123 5 9/28/2004 Abbut #4R wall BF 10'N. of N. wall face 336,0 9,9%
124 5 9/28/2004 Abbut #4R wall BF 20'N, of N, wall face 338,0 9,1%
125 16 10/1/2004 RSF Sta 275+00 30'E. ofCL 340,0 10.7%
126 16 10/4/2004 Abbut #4R wall BF 331.0 10.7%
127 16 10/4/2004 Abbut. #4R wall BF 333.0 10.3%
128 16 10/4/2004 Abbut #4R wall BF 335.O 11.1%
129 16 10/4/2004 Abbut #4R wail BF 337.O 9.5%
130 16 10/4/2004 RSF W. Choker Sta 263+50 366,5 9,9%
131 16 10/5/2004 Abbut #4R wall BF 339.O 11.1%
132 16 10/5/2004 Abbut. #4R wall BF 341.0 10,7%
133 16 10/5/2004 RSF W. Choker Sta 263+50 378,0 9,9%
134 16 10/5/2004 RSF W. Choker Sta 263+50 380.0 9.1%
135 16 10/5/2004 RSFW. Choker Sta 263+50 382.0 10,3%
136 16 10/5/2004 RSF W. Choker Sta 263+50 384,0 11.1%
9.0%
9.0%
9,0%
9.0%
9.0%
9.0%
9,0%
9.0%
9.0%
9.0%
7,0%
7,0%
7,0%
7,0%
9.0%
9.0%
9.0%
9.0%
9,0%
9.0%
9.0%
9,0%
9.0%
9.0%
9.0%
9,0%
126,6
120.5
121.7
123.2
127.0
125.2
124.2
121,5
124,9
122.5
132.3
131.9
133,0
132,0
125.7
124,6
123.8
123.4
126.8
122,9
124.3
123.4
122.7
121.3
117.9
122,6
129,0
129,0
129,0
129.0
129.0
129.0
129,0
129.0
129,0
129,0
129.0
137.5
137.5
137,5
137,5
129,0
129.0
129.0
129.0
129.0
129.0
129.0
129.0
129.0
129.0
129.0
129,0
98%
98%
93%
94%
96%
98%
97%
96%
94%
97%
95%
96%
96%
97%
96%
97%
97%
96%
96%
98%
95%
96%
96%
95%
94%
91%
95%
95%
95%
90%
90%
95%
95%
95%
95%
90%
90%
90%
95%
95%
95%
95%
95%
95%
95%
95%
95%
90%
95%
95%
90%
90%
90%
90%
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Confomn
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Confonn
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
t I 1 c] r? ffl 11 II II IJ II il 11 fl II 11 ffl ffl 11
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test Sampie
#
Test
Date
Test Location Elev. (ft)
Moisture Dry Densiiy (pcf) Relative Comp. Conform
Remarks Remarks
Fleld Opt. Field Max. Obt. Req. Non-Conform
137 16 10/5/2004 Abbut #4R wall BF 343.0
138 16 10/6/2004 RSF Sta 263+00 @ CL 378.5
139 16 10/6/2004 RSF Sta 263+50 @ CL 380,5
140 16 10/6/2004 RSF Sta 263+50 @ CL 381,0
141 16 10/6/2004 RSF Sta 264+00 @ CL 380.0
142 16 10/7/2004 RSF Sta 263+00 20' W, of CL 380,0
143 16 10/7/2004 RSF Sta 263+00 20' W, of CL 382.0
144 16 10/7/2004 RSF Sta 262+80 20' W, of CL 383.0
145 16 10/13/2004 RSF Sta 277+00 15'E. OfCL 339,5
146 16 10/13/2004 RSF Sta 278+50 15'E. ofCL 336,0
147 16 10/14/2004 RSF Sta 262+50 30' W.. of CL 382,0
148 16 10/14/2004 RSF Sta 262+75 @ CL 384.0
149 16 10/15/2004 RSF Sta 262+25 @ CL 382,5
150 16 10/15/2004 RSF Sta 262+25 35' W. of CL 383.5
151 16 10/25/2004 RSF Sta 262+00 @ CL 384.0
152 16 10/25/2004 RSF Sta 261+75 35' W. of CL 386.0
153 30 10/26/2004 RSF W, Choker Sta 261+75 384.0
154 30 10/26/2004 RSF W. Choker Sta 262+00 386,0
155 30 10/26/2004 RSF W. Choker Sta 261 +75 388,0
156 30 10/26/2004 RSF W. Choker Sta 262+00 390.0
157 30 11/2/2004 RSF Sta 262+50 @ CL 385.0
158 30 11/2/2004 RSF Sta 262+00 @ CL 387.0
159 30 11/2/2004 RSF Sta 261+50 @CL 389.0
160 30 11/2/2004 RSF Sta 261+20 35' E. ofCL 391.0
161 30 11/3/2004 RSF Sta 262+00 35' E, of CL 388.5
162 30 11/3/2004 RSF Sta 261+50 35' E. ofCL 393.5
163 30 11/3/2004 RSF Sta 262+50 35' E. of CL 385.0
9.5%
10,3%
11.1%
9.9%
10,7%
9.1%
10.7%
10,3%
9.5%
10.7%
9,1%
9.9%
11,1%
10.7%
11.5%
11,1%
8.3%
9.1%
8.7%
7,9%
8,3%
9,1%
8.7%
8,7%
7,5%
9,5%
9,1%
9.0%
9,0%
9,0%
9,0%
9.0%
9.0%
9.0%
9.0%
9.0%
9,0%
9,0%
9.0%
9.0%
9.0%
9.0%
9.0%
6.0%
6.0%
6.0%
6,0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
125,7
120.6
122.4
123,5
120,1
121.1
120,3
117.8
119.6
120.3
119,3
119.9
120.6
120,1
122,4
121,4
129,5
130.2
128.4
130.9
128.3
128.7
130.7
128,3
133.1
133.6
132,6
129.0
129.0
129.0
129,0
129.0
129,0
129,0
129.0
129.0
129,0
129.0
129.0
129.0
129.0
129,0
129.0
140.0
140.0
140.0
140.0
140.0
140.0
140,0
140.0
140.0
140,0
140,0
97%
93%
95%
96%
93%
94%
93%
91%
93%
93%
92%
93%
93%
93%
95%
94%
93%
93%
92%
94%
92%
92%
93%
92%
95%
95%
95%
95%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Confonn
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Confonn
Conform
Confomi
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
fl li II II II fl II II II II fl fl II ffl ff ffl ffl 11 ff«
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
JI
Sample
Jl
Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff ff
7n
Date
11 nnnnA
Test Location Elev. (ft)
Field Opt. Field 1 Max. Obt. Req. Non-Conform
Remarks
165 30 11/4/2004 RSF Sta 261+50 20' W. of CL
166 30 11 /4/2004 RSF Sta 262+50 20' W, of CL
167 30 11/4/2004 RSF Sta 262+00 20' W, of CL
168 30 11/5/2004 RSF Sta 261+00 25' W. of CL
169 30 11/5/2004 RSF Sta 260+75 30' W. of CL
170 30 11/5/2004 RSF Sta 261+00 @ CL
171 30 11/10/2004 RSF Sta 261+25 @CL
172 30 11/10/2004 RSF Sta 261+00 30' W. of CL
173 30 11/10/2004 RSF Sta 261+50 @ CL
174 30 11/12/2004 Abbutment #1 R wall BF
175 30 11/12/2004 Abbutment #1 R wall BF
176 30 11/12/2004 Abbutment #1 R wall BF
177 30 11/12/2004 Abbutment #1 R wall BF
178 30 11/12/2004 Abbutment #1 R wall BF
179 30 11/12/2004 Abbutment #1 R wall BF
180 30 11/15/2004 Abbutment #1 R wall BF
181 30 11/15/2004 RSF Sta 260+25 20' E, of CL
182 30 11/15/2004 RSF Sta 260+30 @ CL
183 30 11/16/2004 RSF Sla 260+25 35'E. of CL
184 30 11/18/2004 RSF Sta 260+00 @ CL
185 30 11/18/2004 RSF W. choker Sta 260
186 30 11 /22/2004 RSF W. choker Sta 260
187 30 11/24/2004 RSF Sta 259+75 35' E. of CL
188 30 11/24/2004 RSF Sta 260+00 30'E. Of CL
189 30 11 /24/2004 RSF Sta 259+75 @ CL
190 30 11/29/2004 Abbutment #1 L approach
392,0
385.0
387.0
390.0
392.0
392.0
392.0
394,0
392.5
340.0
342.0
344.0
346.0
348.0
350,0
351,0
394.5
396,5
398.5
397.0
399.0
400.0
398,0
400.0
400.0
348,0
7.9%
8,7%
9,1%
9.1%
7.5%
8.3%
9,5%
9,1%
9.5%
8.3%
9.9%
9.5%
9.1%
8.3%
7,9%
9,1%
8.7%
7.9%
9.1%
9,9%
9.1%
10,3%
8.7%
9.9%
8.3%
9,1%
6.0%
6.0%
6,0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6,0%
6.0%
6.0%
6,0%
6,0%
6,0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
128.5
131.0
132.5
132.4
132.1
132.5
129.9
129.1
128.4
135.1
134.8
134.3
133.9
134.7
134.5
133.4
134.0
130.7
130.8
134.8
134.8
133.9
134.4
134,5
134.9
135.2
140.0
140.0
140,0
140.0
140.0
140,0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
94%
92%
94%
95%
95%
94%
95%
93%
92%
92%
97%
96%
96%
96%
96%
96%
95%
96%
93%
93%
96%
96%
96%
96%
96%
96%
97%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
95%
95%
95%
95%
95%
95%
90%
90%
90%
90%
90%
90%
95%
90%
90%
90%
95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
19 II il II li II 11 ffl 11 ffl ffl ffl (1 ffl ffl 11 11 11 ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
#
Sample
#
Test
Date
Test Localion Elev. (ft)
191 30 11/29/2004 Abbutment #1 L approach 350.0
192 30 11/29/2004 Abbutment #1 L approach 352.0
193 30 11/30/2004 Abbutment #4 L approach 340.0
194 30 11/30/2004 Abbutment #4 L approach 342.0
195 30 11/30/2004 Abbutment #1 L approach 350.0
196 30 11/30/2004 RSF Sta 259+50 35' E. of CL 402.0
197 30 11/30/2004 RSF Sta 259+25 30' E. of CL 404.0
198 30 12/1/2004 Abbutment #1 L approach 353,0
199 30 12/1/2004 Abbutment #4 L approach 343.0
200 30 12/9/2004 RSF W, Choker Sta 260+00 402.0
201 30 12/9/2004 RSF Sta 259+50,20W. CL 401.0
202 30 12/9/2004 RSF W. Choker Sta 259+50 402.0
203 30 12^/2004 RSF W. Choker Sta 259+50 404.0
204 30 12/9/2004 RSF Sta 259+00 @ CL 405.0
205 30 12/9/2004 RSF Sta 260+00 20' W. of CL 399.5
206 30 12/9/2004 RSF Sta 260+50 20' W. of CL 396.0 207 30 12/10/2004 RSF Sta 258+50 20' E. of CL 403,0
208 30 12/10/2004 RSF Sta 258+50 20" W. of CL 403,0
209 30 12/10/2004 RSF Sta 258+25 20' E. of CL 405.0
210 30 12/10/2004 RSF Sta 258+25 20' W. of CL 405.0
211 30 12/10/2004 RSF W. Choker Sta 258+50 406,0
212 30 12/13/2004 RSF W. Choker Sta 258+00 406,0
213 30 12/14/2004 RSF W. Choker Sta 258+50 407.5
213a 30 12/14/2004 RSF W. Choker Sta 258+50 407.5
214 30 12/14/2004 RSF Sta 258+00 @ CL 407,0
215 30 12/14/2004 RSF Sta 257+75 30' W. of CL 408.0
216 30 12/16/2004 RSF Sta 258+00 50' E. ofCL 408,0
fl li 11 11 il il ffl ffl
Mois ture Dry Density (pcf) Relative Comp. Conform
Non-Conform Field Opt Field 1 Max. Obt Req.
Conform
Non-Conform
8,3% 6,0% 135.5 140,0 97% 95% Conform
8,7% 6,0% 133,5 140.0 95% 95% Conform
9.9% 6,0% 135.0 140.0 96% 95% Conform
9.1% 6,0% 135.4 140.0 97% 95% Conform
9.5% 6.0% 133.5 140,0 95% 95% Conform
9.9% 6.0% 132.0 140.0 94% 90% Conform
10.3% 6.0% 134.9 140.0 96% 95% Conform
9.1% 6.0% 135.9 140.0 97% 95% Conform
9,5% 6.0% 134.5 140.0 96% 95% Conform
10,3% 6,0% 135.1 140.0 97% 95% Conform
9,1% 6,0% 135,5 140.0 97% 95% Conform
10.3% 6-0% 134,1 140.0 96% 95% Conform
9.9% 6.0% 133.8 140.0 96% 95% Conform
10.7% 6,0% 133.8 140.0 96% 95% Conform
8.7% 6,0% 135,1 140.0 97% 95% Conform
9,1% 6.0% 135,3 140.0 97% 95% Conform
9,9% 6,0% 133,5 140.0 95% 90% Conform
10.3% 6,0% 130.8 140.0 93% 90% Conform
9.5% 6.0% 135.4 140.0 97% 90% Conform
8.7% 6,0% 137.2 140,0 98% 90% Confonn
8,3% 6.0% 132.7 140,0 95% 90% Conform
7.9% 6.0% 134.8 140.0 96% 90% Conform
8.3% 6.0% 124.2 140.0 89% 95% Nonconform
9,1% 6.0% 136.8 140.0 98% 95% Conform
9.5% 6.0% 133.6 140.0 95% 90% Conform
9,1% 6.0% 132.6 140,0 95% 90% Conform
8,3% 6.0% 135.8 140,0 97% 90% Conform
1 1 1 1 1 1 1 i 1 1 1 111
Remarks
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
retest #213
grading
grading
grading
i 1
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
PnDject Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
#
Sample
#
Test
Date
Tost Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Non-Confor
Test
#
Sample
#
Test
Date
Tost Location Elev. (ft)
Field Opt. Field Max. Obt. Req.
Conform
Non-Confor
217 30 12/16/2004 RSF Sta 257+75 @ CL 408.0 9,1% 6.0% 134.2 140.0 96% 90% Conform 218 30 12/16/2004 RSF Sta 257+75 40' E,, of CL 410.0 9.9% 6.0% 132.0 140.0 94% 90% Conform
219 30 12/16/2004 RSF W. Choker Sta 258+00 408,0 8.7% 6.0% 135,1 140,0 97% 90% Conform 220 30 12/16/2004 RSF W. Choker Sta 258+00 410,0 10.3% 6.0% 134.3 140.0 96% 90% Conform 221 30 12/16/2004 RSF Sta 258+00 60' E. ofCL 410.0 9,9% 6.0% 134.9 140.0 96% 90% Conform
222 30 12/27/2004 RSF Sta 257+00 @ CL 413.0 10,7% 6.0% 134.7 140.0 96% 90% Conform 223 30 12/27/2004 RSF Sta 257+25 25' E. of CL 415.0 9.1% 6.0% 134.8 140.0 96% 95% Conform
224 30 12/27/2004 RSF Sta 257+50 40' E. ofCL 415,0 8.7% 6.0% 133.6 140.0 95% 95% Conform
225 30 12/27/2004 RSF Sta 257+00 35' E. of CL 417.0 10.3% 6.0% 133,8 140,0 96% 95% Confonn 226 30 2/2/2005 RSF Sta 260+00,30^ CL 399,0 9.1% 6.0% 135,1 140.0 97% 95% Conform 227 30 2/2/2005 RSF Sta 261+25 30'W, CL 391,5 8.7% 6.0% 133.7 140.0 96% 95% Conform
228 30 2/2/2005 RSF Sta 259+75 20'W, CL 400.0 10,3% 6.0% 133.0 140.0 95% 95% Conform 229 30 2/2/2005 RSF Sta 258+75 40'W, CL 404.5 9,5% 6.0% 134.9 140,0 96% 95% Conform
230 30 2/2/2005 RSF Sta 262+00 40'W. CL 386,5 8,3% 6.0% 137.1 140.0 98% 95% Conform
231 30 2/4/2005 RSF SB LT Choker Sta 257+00 408,0 8.3% 6,0% 134.8 140.0 96% 90% Conform 232 30 2/4/2005 RSF SB LT Choker Sta 257+50 408.5 9.9% 6.0% 133.7 140,0 96% 95% Conform
233 30 2/4/2005 RSF SB Sta 261+50 30'LT of CL 390.5 9,1% 6.0% 135,7 140,0 97% 95% Conform
234 30 2/9/2005 RSF SB Sta 263+50 45' LT of CL 377.0 8,7% 6.0% 134,5 140,0 96% 95% Conform 235 30 2/9/2005 RSF SB Sta 263+75 20' LT of CL 378.0 7,9% 6.0%, 133.8 140,0 96% 95% Conform
236 30 3/14/2005 RSF SB Sta 257+50 50' LT of CL 408,0 7,9% 6.0% 132,1 140,0 94% 90% Conform 237 30 3/14/2005 RSF SB Sta 257+00 20' LT of CL 410.0 8.7% 6,0% 132.1 140.0 94% 90% Conform
238 30 3/15/2005 RSF Sta 269+00 27' LT, of CL 342.0 9.1% 6.0% 135.6 140.0 97% 95% Conform
239 30 3/15/2005 RSF Sta 269+00 27' LT, of CL 344.0 7.9% 6.0% 135.0 140.0 96% 95% Conform
240 30 3/15/2005 RSF Sta 269+00 27' LT. of CL 346.0 8,7% 6.0% 134.9 140.0 96% 95% Conform
241 30 3/15/2005 RSF Sta 269+00 27' LT. of CL 348.0 8.3% 6.0% 135.8 140.0 97% 95% Conform 242 30 3/15/2005 RSF Sta 269+00 27' LT. of CL 350.0 9.1% 6.0% 133.6 140.0 95% 95% Confonn
243 30 3/15/2005 RSF Sta 269+00 27' LT. of CL 352.0 8,7% 6.0% 136.4 140.0 97% 95% Conform
i. 1 1 1 1 1 1 1 f a 1 ff f 1 1 1 1 1 i i 1 1 ff 1 ff 1 1 i 1 1
Remarks
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Sanla Fe Road North, Phase 2
Carlsbad, California
Test Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Confonn
Remarks # # Date
Test Location Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
245 30 3/15/2005 RSF Sta 269+00 27'LT. of CL 354.0 7,5% 6,0%
246 30 3/16/2005 RSF Sta 256+00 25' LTofCL 416.5 10.3% 6,0%
246a 30 3/16/2005 RSF Sta 256+00 25' LTofCL 416.5 9.9% 6.0%
247 30 3/16/2005 RSF Sta 257+00 @ CL 412.5 8.3% 6.0%
248 30 3/16/2005 RSF Sta 256+50 @ CL 415,5 7,9% 6.0%
249 30 3/22/2005 RSF Sta 255+50 30' LT of CL 419.0 8.7% 6.0%
250 30 3/24/2005 RSF Sta 255+50 50' ofCL 421.0 8.7% 6.0%
251 30 3/29/2005 RSF Sta254+75 40'LT of CL 426.0 9.5% 6.0%
252 30 3/30/2005 RSF Sta 256+50 20'RT of CL 418.5 8.7% 6.0%
253 30 3/30/2005 RSF Sta 255+50 @ CL 422.5 9,1% 6.0%
254 30 3/31/2005 RSF Sta 254+00 50'LT CL 429.5 8,7% 6,0%
255 30 3/31/2005 RSF Sta 254+50 25'of CL 431.5 9.5% 6.0%
256 30 3/31/2005 RSF Sta 253+75 60' LT ofCL 432.0 9,1% 6,0%
257 30 4/1/2005 RSF Sta 253+00 40'LT Of CL 434.5 7.9% 6,0%
258 30 4/1/2005 RSF Sta 253+50 50'LT of CL 436,5 9.1% 6.0%
259 39 4/15/2005 Melrose NB Sta 212+50 45' RT of CL 1 st AB 8.3% 6.5%
260 39 4/15/2005 Melrose NB Sta 211+00 25' RT of CL 1 st AB 8.7% 6.5%
261 39 4/15/2005 Melrose NB Sta 209+50 50'RT of CL IstAB 8.3% 6.5%
262 39 4/15/2005 Melrose SB Sta 209+0015'RT of CL IstAB 7.9% 6.5%
263 39 4/15/2005 Melrose SB Sta 210+50 20'LT of CL IstAB 7.5% 6.5%
264 39 4/15/2005 Melrose SB Sta 211+00 50' LT of CL IstAB 9.1% 6.5%
265 39 4/15/2005 Melrose SB Sta 212+00 @ CL 1st AB 8.7% 6.5%
266 39 4/18/2005 Melrose NB Sta 209+50 30' RT of CL 2ND AB 9.5% 6.5%
267 39 4/18/2005 Melrose NB Sta 211+00 50' RT of CL 2ND AB 7.9% 6.5%
268 39 4/18/2005 Melrose NB Sta 212+50 30' RT of CL 2ND AB 8.3% 6.5%
269 39 4/18/2005 Melrose SB Sta 210+00 @ CL 2ND AB 9.1% 6.5%
135.8
135.8
125,0
131.5
133.8
132.6
132.4
132.8
132.8
133.5
135.1
134.9
133.6
134.6
135.5
134.1
138.2
137,1
138.7
137,8
137,8
136.5
136.9
138.4
137.9
136.7
139.6
140.0
140.0
140.0
140.0
140.0
140,0
140,0
140.0
140.0
140.0
140.0
140,0
140.0
140.0
140.0
140.0
143.0
143.0
143.0
143,0
143.0
143.0
143.0
143.0
143.0
143.0
143.0
97%
97%
89%
94%
96%
95%
95%
95%
95%
95%
97%
96%
95%
96%
97%
96%
97%
96%
97%
96%
96%
95%
96%
97%
96%
96%
98%
90%
90%
90%
90%
90%
90%
90%
90%
90%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Confomi
Nonconform
Confonn
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
retest of 246
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
II 11 il 11 11 II II il II II II 11 li ffl fl fl ffi (1 il
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad. Caljfornia
Test Sample Test
Test Localion Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Confonn
Remarks # # Date
Test Localion Elev. (ft)
Field Opt Fleld Max. Obt. Req. Non-Conform
Remarks
6.5% 137.1
271 39 4/19/2005 Melrose NB Sta 209+50 RT CG BG 8.7% 6.5% 136.8
272 39 4/19/2005 Melrose NB Sta 210+00 Med. CG BG 9.1% 6.5% 138.3
273 39 4/19/2005 Melrose NB Sta 210+80 RT CG BG 9.5% 6.5% 136.4
274 39 4/19/2005 Melrose NB Sta 211+50 Med. CG BG 8.3% 6.5% 139.3
275 39 4/19/2005 Metrose NB Sta 212+50 RT CG BG 7.9% 6,5% 137,7
276 39 4/19/2005 Melrose SB Sta 210+00 Med. CG BG 8.7% 6,5% 136,7
277 39 4/19/2005 Melrose SB Sta 211+50 Med, CG BG 9,1% 6.5% 137.6
278 30 3/29/2005 Melrose SB Sta 209+00 LT CG BG 7.9% 6.5% 137.3
279 39 4/20/2005 Melrose SB Sta 210+50 LT CG BG 8.7% 6.5% 136.2
280 31 4/21/2005 Melrose detour Sta 210+00 85'LT of CL SG 10.7% 8.5% 128.3
281 39 4/22/2005 Melrose SB Sta 211 +00 40'LT of CL 2ND AB 9.1 % 6.5% 137,8
282 39 4/25/2005 Melrose SB Sta 211 +00 30'LT of CL BG 9.5% 6.5% 139.6
283 39 4/25/2005 Melrose detour Sta 212+0010'RT Of CL BG 9.5% 6.5% 138.6
284 39 4/25/2005 Melrose NB Sta 213+50 30' RT of CL BG 9.5% 6.5% 137.8
285 AC 4/29/2005 Melrose short term detour Sta 214+00 AC 141.6
286 AC 4/29/2005 Melrose short term detour Sta 213+00 AC 142.8
287 AC 4/29/2005 Melrose short term detour Sta 212+00 AC 143.0
288 AC 4/29/2005 Melrose short term detour Sta 211 +00 AC 145.0
289 AC 4/29/2005 Melrose short term detour Sta 210+00 AC 142.3
290 AC 4/29/2005 Melrose short term detour Sta 209+00 AC 144.0
291 AC 4/29/2005 Melrose short term detour Sta 210+50 AC 143.5
292 AC 4/29/2005 Melrose short term detour Sta 211+50 AC 144.6
293 AC 4/29/2005 Melrose short term detour Sta 212+50 AC 142.9
294 AC 4/29/2005 Mefrose short term detour Sta 213+50 AC 143.0
295 50 5/20/2005 Retaining wall bf at Melrose Sta 10+10 354.5 7.9% 6,0% 126,3
296 50 5/20/2005 Retaining wall bf at Melrose Sta 11+50 364,5 8,7% 6.0% 126.9
143.0
143.0
143.0
143.0
143,0
143,0
143.0
143.0
143.0
143.0
132,0
143,0
143,0
143.0
143.0
146.6
146.6
146.6
146.6
146.6
146.6
146,6
146.6
146.6
146.6
134,0
134,0
96%
96%
97%
95%
97%
96%
96%
96%
96%
95%
97%
96%
98%
97%
96%
97%
97%
98%
99%
97%
98%
98%
99%
97%
98%
94%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
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
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
f i II ri II II fl li 11 II II fi (1 ffl ffl 11 11 11 il
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
Jl
Sample Test
Test Location
Dataininn ia(4tl i* RJiAl^A«A A f\ • cr%
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
997
ff
•^^
Dale
Test Location
Dataininn ia(4tl i* RJiAl^A«A A f\ • cr%
Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
321
322
323
31
38
38
39
39
39
39
39
39
38
39
39
30
30
30
51
30
51
51
31
31
39
39
39
39
39
5/20/2005 Retaining wall bf at Melrose Sta 11+50 FG 10.7%
5/24/2005 Melrose NB median curb/gutter Sta 213+50 BG 9.9%
5/24/2005 Melrose SB median curb/gutter Sta 213+50 BG 8.3%
5/24/2005 Melrose NB median curti/gutter Sta 212+75 BG 9.1%
5/24/2005 Melrose NB median curtj/gutter Sta 212+75 BG 7.9%
5/24/2005 Melrose NB median curtj/gutter Sta 212+50 BG 9.5%
5/24/2005 Melrose NB median curb/gutter Sta 210+50 BG 7.1 %
5/24/2005 Melrose NB median curb/gutter Sta 210+50 BG 8.3%
5/24/2005 Melrose NB median curia/gutter Sta 210+50 BG 7.5%
5/24/2005 Melrose NB median curb/gutter Sta 210+00 BG 9.9%
5/24/2005 Melrose NB median curb/gutter Sta 213+80 BG 8,5%
5/24/2005 Melrose NB median curb/gutter Sta 213+50 BG 6.7%
5/25/2005 RSF Southboud LT Choker Sta 268+50 359.0 9.1%
5/25/2005 RSF Southboud LT Choker Sta 265+50 370.0 8.3%
5/25/2005 RSF Southboud LT Choker Sta 262+50 387,0 7.5%
5/26/2005 RSF SB LT Choker Sta 269+00 FSG 8,3%
5/26/2005 RSF SB LT Choker Sta 267+00 FSG 9.1 %
5/26/2005 RSF SB LT Choker Sta 266+00 FSG 8,6%
5/26/2005 RSF SB LT Choker Sta 264+00 FSG 9.1 %
5/27/2005 Melrose SB Sta 210+00 80'W of CL 347,5 10,7%
5/27/2005 Melrose SB Sta 209+50 80'W of CL 349,5 10.3%
5/31/2005 Melrose Sta 213+00, 20'Wof CL SG 8.3%
5/31/2005 MetroseSta212+00.20'WofCL SG 7.9%
5/31/2005 Melrose Sta 213+00,40'W OfCL SG 8,7%
6/1/2005 Melrose NB Sta 213+00 BG 9.1%
6/1/2005 Melrose NB Sta 211+00 BG 8,3%
8.5%
8.0%
8.0%
6.5%
6.5%
6,5%
6.5%
6.5%
6.5%
8,0%
6.5%
6.5%
6.0%
6.0%
6.0%
6.5%
6.0%
6.5%
6.5%
8.5%
8.5%
6.5%
6.5%
6.5%
6,5%
6.5%
125.6
130.3
129.5
137.1
137.4
137.3
136,9
139.2
137.2
130.0
138.2
137.0
135.1
134.9
135.1
128.5
133.8
128.2
129.2
126.1
126.7
137.3
137.3
137.2
138.4
136.9
132.0
134.5
134.5
143.0
143.0
143.0
143,0
143.0
143.0
134.5
143.0
143.0
140,0
140.0
140.0
134.5
140,0
134.5
134.5
132.0
132.0
143.0
143.0
143,0
143.0
143.0
95%
95%
97%
96%
96%
96%
96%
96%
97%
96%
97%
97%
96%
97%
96%
97%
96%
96%
95%
96%
96%
96%
96%
96%
96%
97%
96%
90%
90%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
fl fl 11 fi 11 Iff 11 11 tl (1 El II 11 ffl ffl fi fi
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks #
•JQ
Date
CM MArtC
Test Location Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
325 31 6/1/2005 Melrose SB Sta 209+00
326 37 6/1/2005 Melrose SB Sta 210+50
327 39 6/1/2005 Melrose SB Sta 210+00
328 39 6/1/2005 Melrose SB Sta 211 +50
329 39 6/2/2005 Melrose SB Sta 212+00
329a 39 6/2/2005 Melrose SB Sta 212+00
330 39 6/2/2005 Melrose SB Sta 212+50
331 39 6/2/2005 Melrose SB Sta 213+50
332 39 6/2/2005 Melrose SB Sta 213+00
333 1 6/2/2005 Melrose NB sidewalk Sta 212+50
334 1 6/3/2005 Melrose NB sidewalk Sta 210+50
335 1 6/3/2005 Melrose SB sidewalk Sta 210+00
336 1 6/3/2005 Melrose SB skjewalk Sta 210+50
337 1 6/6/2005 Melrose Median Sta 210+00
338 30 6/6/2005 RSF SB Choker Sta 259+50
339 39 6/7/2005 Melrose SB Sta 211 +05
340 39 6/7/2005 Melrose SB Sta 211 +35
341 39 6/7/2005 Melrase SB Sta 211+10
342 39 6/7/2005 Melrose SB Sta 211 +20
343 AC 6/8/2005 Melrose SB Sta 211+10
344 AC 6/8/2005 Melrose SB Sta 210+10
345 AC 6/8/2005 Melrose SB Sta 209+10
346 AC 6/8/2005 Melrose SB Sta 211+25
347 AC 6/8/2005 Melrose SB Sta 210+25
348 AC 6/8/2005 Melrose SB Sta 209+25
349 AC 6/8/2005 Melrose SB Sta 209+00
BG
BG
BG
BG
BG
BG
BG
BG
BG
SG
SG
SG
SG
SG
SG
BG
BG
BG
BG
ACG
ACG
ACG
ACG
ACG
ACG
ACG
10,3%
7.9%
8,7%
7,5%
8,3%
8.3%
9.1%
8.7%
8,3%
10,7%
10,3%
9,5%
8,7%
9.9%
6.8%
8.3%
9.1%
9,1%
8.7%
8,5%
6.5%
6.5%
6.5%
6.5%
6.5%
6.5%
6.5%
6.5%
8,5%
8.5%
8.5%
8.5%
8.5%
6.0%
6,5%
6.5%
6.5%
6.5%
126,3
137,9
137,5
136.7
133.9
136,0
135.8
138.6
137.8
127.3
128,7
127,8
127.2
127.9
133.1
137.2
137.7
138.2
137,1
143.1
144.4
143.3
146.3
142.9
143.8
143,1
143.0
132.0
143,0
143,0
143.0
143.0
143,0
143.0
143.0
143.0
133,5
133,5
133.5
133.5
133.5
140.0
143,0
143,0
143.0
143.0
146.6
146,6
146.6
146.6
146.6
146.6
146.6
97%
96%
96%
96%
96%
94%
95%
95%
97%
96%
95%
96%
96%
95%
96%
95%
96%
96%
97%
96%
98%
98%
98%
100%
97%
98%
98%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Conform
Nonconform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confomi
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
ri II II II II fi Iff II li li 11 il 11 If 11 il
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test
JI
Sample
JI
Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
3fin
ff
AP.
Date
Test Location Elev. (ft)
Field Opt Field 1 Max. Obt. Req. Non-Conform
Remarks
351 AC 6/8/2005 Melrose SB Sta 211+00
352 AC 6/8/2005 Melrose SB Sta 213+50
353 AC 6/8/2005 Melrose SB Sta 213+50
354 AC 6/8/2005 Melrose SB Sta 212+00
355 AC 6/8/2005 Melrose SB Sta 211+50
356 AC 6/8/2005 Melrose SB Sta 213+00
357 AC 6/8/2005 Melrose SB Sta 211+10
358 AC 6/8/2005 Melrose SB Sta 210+10
359 AC 6/8/2005 Melrose SB Sta 209+10
360 AC 6/8/2005 Melrose SB Sta 211 +25
361 AC 6/8/2005 Melrose SB Sta 210+25
362 AC 6/8/2005 Melrose SB Sta 209+25
363 AC 6/8/2005 Melrose SB Sta 209+00
364 AC 6/8/2005 Melrose SB Sta 210+00
365 AC 6/8/2005 Melrose SB Sta 211+00
366 AC 6/8/2005 Melrose SB Sta 213+50
367 AC 6/8/2005 Melrose SB Sta 213+50
368 AC 6/8/2005 Melrose SB Sta 212+00
369 AC 6/8/2005 Melrose SB Sta 211 +50
370 AC 6/8/2005 Melrose SB Sta 213+00
371 30 6/17/2005 Abutment #4 bf Sta 274+25
372 30 6/17/2005 Abutment #4 bf Sta 274+25
373 30 6/17/2005 Abutment #4 bf Sta 274+50
374 30 6/17/2005 Abutment #4 LT approach slab
375 30 6/20/2005 Abutment #1 bf Sta 270+25 @ CL
376 51 6/20/2005 Abutment #1 bf Sta 270+15 @ CL
ACG
ACG
ACG
ACG
ACG
ACG
ACG
ACG
ACG
ACG
ACG
ACG
ACG
ACG
ACG
ACG
ACG
ACG
ACG
ACG
335.5
337.5
339,5
340.5
345.0
347,0
7.9%
7.1%
8,7%
8,3%
9,1%
8,3%
6.0%
6.0%
6.0%
6.0%
6,0%
6.5%
144.5
142.6
141.9
143,6
145,8
141,9
145.6
143.5
142.1
145.1
141.5
140.6
142.2
145.4
141,9
144,7
143.2
142,8
145.1
141.5
135.4
135,9
134.8
135,7
133.7
129.6
146.6
146.6
146.6
146,6
146.6
146.6
146.6
146.6
146.6
146,6
146,6
146,6
146.6
146.6
146.6
146.6
146.6
146.6
146.6
146.6
140,0
140.0
140.0
140.0
140,0
134.5
100%
99%
97%
97%
98%
99%
97%
99%
98%
97%
99%
97%
96%
97%
99%
97%
99%
98%
97%
99%
97%
96,7%
97,1%
96.3%
96.9%
95,5%
96.4%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
f I If 11 11 II II II 11 II 11 fl li 11 11 11 li 11 il
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name;
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Calrfornia
Test
#
Sample
#
Test
Date
Test Location Elev. (ft)
Moisture
Field Opt.
Dry Density (pcf)
Field Max.
Relative Comp.
Obt. Req.
Conform
Non-Conform
Remarks
377 51 6/20/2005 Abutment #1 bf Sta 270+00 @ CL 349.0 7.9% 6.5% 131.5 134.5 97.8% 95% Conform 378 51 6/20/2005 Abutment #1 bf Sta 270+00 @ CL 351.0 7.1% 6.5% 130.8 134.5 97.2% 95% Confomi
379 30 6/22/2005 Abutment #4 RT Wingwall 336.0 7.5% 6.0% 134.0 140.0 95,7% 95% Conform 380 30 6/22/2005 /Abutment #4 RT Wingwall 338.0 7.9% 6.0% 134.8 140.0 96,3% 95% Conform
381 30 6/22/2005 Abutment #4 RT Wingwall 340.0 8,7% 6.0% 135.3 140.0 96.6% 95% Conform 382 30 6/22/2005 Abutment #4 RT Wingwall 342.0 7.9% 6.0% 135,7 140,0 96.9% 95% Conform
383 30 6/22/2005 Abutment #1 RT Wingwall 339.5 9.1% 6.0% 133.6 140.0 95.4% 95% Conform
384 30 6/22/2005 Abutment #1 RT Wingwall 341.5 8.3% 6.0% 135.7 140.0 96.9% 95% Conform 385 30 6/22/2005 Abutment #1 RTWngwall 343.5 8.7% 6.0% 134.9 140.0 96.4% 95% Conform
386 30 6/22/2005 Abutment #1 RT Wingwall 345.5 6.8% 6.0% 135,7 140,0 96,9% 95% Conform
387 30 6/22/2005 Abutment #1 RT Wingwall 347.5 7.9% 6.0% 134.7 140.0 96.2% 95% Conform 388 30 6/22/2005 Abutment #1 RT Wingwall 349.5 8.7% 6.0% 134,4 140.0 96.0% 95% Conform
389 30 6/22/2005 Abutment #1 RT Wingwall 351.5 8.3% 6.0% 134.5 140.0 96.1% 95% Conform
390 30 6/23/2005 Abutment #1 LT Approach slab SG 7.9% 6,0% 137.3 140.0 98,1% 95% Confomi
391 30 6/23/2005 Abutment #1 LT /Approach slab SG 8,3% 6.0% 135.8 140.0 97.0% 95% Conform 392 30 7/19/2005 RSF NB Sta 274+90 342.5 8.7% 6,0% 136.1 140,0 97,2% 95% Conform
393 30 7/19/2005 RSF NB Sta 275+20 339,5 9.1% 6.0% 133.8 140,0 95,6% 95% Conform 394 30 7/19/2005 RSF NB Sta 275+30 341,5 7.5% 6.0% 135.3 140.0 96.6% 95% Conform 395 30 7/19/2005 RSF NB Sta 275+40 342,5 8.7% 6.0% 133.9 140.0 95.6% 95% Conform
396 30 7/19/2005 RSF NB Sta 276+00 338.0 8.7% 6.0% 135.1 140.0 96.5% 95% Conform 397 30 7/19/2005 RSF NB Sta 276+50 340.0 7.9% 6.0% 135.1 140.0 96.5% 95% Conform 398 31 7/19/2005 Contour Area LT of Melrose/RSF, Melrose 348,0 9.9% 8.5% 127.3 132.0 96,4% 90% Conform 399 31 7/19/2005 Contour Area LT of Melrose/RSF. Melrose 350,0 10.7% 8.5% 125.1 132.0 94,8% 90% Conform
400 31 7/20/2005 Contour Area LT of Melrose/RSF. Melrose 45,5 10.7% 8,5% 123.4 132.0 93.5% 90% Conform 401 31 7/20/2005 Contour Area LT of Melrose/RSF, Melrose 47,5 9.1% 8,5% 123.3 132.0 93.4% 90% Conform 402 31 7/20/2005 Contour Area LT of Melrose/RSF, Melrose 49.5 8.7% 8.5% 122.4 132,0 92.7% 90% Conform 403 31 7/20/2005 Contour Area LT of Melrose/RSF. Melrose 49.5 8.7% 8.5% 122.4 132.0 92.7% 90% Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
ff tl (1 ffl li II tl II tl (I 19 fi fl ii II 11 ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Sanla Fe Road North, Phase 2
Carlsbad, Califomia
Test Sample Tost
Test Location Elev. (ft)
Moisture Dry [density (pcf) Relative Comp. Conform
Remarks
Ar\A
# Date
7/01 nnnR
Test Location Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
405 5 7/21/2005 RSF SB Choker Sta 277+50 341,0 9,1% 7.0%
406 5 7/21/2005 RSF SB Choker Sta 277+75 343,0 7,9% 7,0%
407 5 7/21/2005 RSF SB Choker Sta 276+75 344,0 9,5% 7.0%
408 4 7/22/2005 RSF SB Choker Sta 278+50 338.0 10.3% 8.5%
409 4 7/22/2005 RSF SB Choker Sta 280+00 340.0 9.5% 8.5%
410 30 7/22/2005 RSF Sta 270+25 @ CL 350.0 9.1% 6.0%
411 30 7/22/2005 RSF Sta 269+75 @ CL 352,0 8.3% 6.0%
412 30 7/22/2005 RSF Sta 269+50 @ CL 354,0 8,7% 6,0%
413 30 7/22/2005 RSF Sta 268+80 @ CL 356,0 7,9% 6.0%
414 30 7/26/2005 RSF SB LT Choker Sta 258+00 411,5 7.1% 6,0%
415 30 7/26/2005 RSF SB LT Choker Sta 256+50 420.0 8.3% 6.0%
416 30 7/26/2005 RSF SB LT Choker Sta 255+00 428.5 7.5% 6.0%
417 30 7/27/2005 RSF SB LT Choker Sta 253+50 436,5 7.5% 6.0%
418 30 7/27/2005 RSF SB LT Choker Sta 255+00 429.0 9 1% 6.0%
419 30 7/27/2005 RSF SB LT Choker Sta 256+50 421,0 8,3% 6.0%
420 30 7/27/2005 RSF SB LT Choker Sta 258+00 412.5 8.7% 6.0%
421 30 8/1/2005 Abutment #1 RT 352.0 9.1% 6.0%
422 30 8/1/2005 Abutment #1 RT 354.0 8.7% 6.0%
423 31 8/2/2005 Contour Area LT Melrose/RSF, Melrose Sta 351.5 11.1% 8.5%
424 31 8/2/2005 Contour Area LT Melrose/RSF, Melrose Sta 353.5 10.3% 8.5%
425 1 8/8/2005 RSF SB LT Choker Sta 252+90 443.0 10.3% 8.5%
426 5 8/9/2005 RSF SB Sta 278+50,20' W of CL 336.0 9.1 % 7.0%
427 4 8/9/2005 RSF SB Sta 280+50,20' W of CL 337.0 9.9% 8.5%
428 5 8/10/2005 RSF SB Sta 278+25,20'W of CL 337.5 8.3% 7.0%
429 51 8/16/2005 RSF SB LT Choker Sta 283+50 FSG 9.1% 7.0%
430 51 8/16/2005 RSF SB LT Choker Sta 282+00 FSG 8.3% 7.0%
130.9
131.9
131.6
126.8
125.7
135.7
135.9
134.4
135.0
138,5
135.4
135.1
133,8
134.1
135.2
135.1
135,4
134.5
122.9
122.0
128.6
133.2
127.0
131,8
129.9
130.4
137.5
137.5
137.5
131.0
131.0
140,0
140.0
140,0
140.0
140.0
140.0
140.0
140,0
140,0
140,0
140.0
140,0
140.0
132.0
132.0
133.5
137,5
131.0
137.5
135.0
135.0
95.2%
959%
95,7%
96.8%
96.0%
96,9%
97,1%
96.0%
96.4%
98.9%
96.7%
96.5%
95,6%
95.8%
96,6%
96.5%
96.7%
96.1%
93,1%
92.4%
96.3%
96.9%
96.9%
95.9%
96.2%
96,6%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
90%
90%
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
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
I II II fl ffi 11 II fl II (I fi fi fl fl fl fi f
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
JI
Sample
JI
Test
Test Location
RSF RR 1 T r.hnlter <:»a •^ftnj.Rfl
Elev. (ft)
CO/-!
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
431
ff
5
Date
8/16/2005
Test Location
RSF RR 1 T r.hnlter <:»a •^ftnj.Rfl
Elev. (ft)
CO/-!
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
432 30 8/18/2005 RSF SB LT Choker Sta 263+00 FSG
433 30 8/18/2005 RSF SB LT Choker Sta 261 +50 FSG
434 30 8/18/2005 RSF SB LT Choker Sta 260+00 FSG
435 30 8/18/2005 RSF SB LT Choker Sta 258+50 FSG
436 30 8/18/2005 RSF SB LT Choker Sta 257+00 FSG
437 30 8/18/2005 RSF SB LT Choker Sta 255+50 FSG
438 30 8/18/2005 RSF SB LT Choker Sta 254+00 FSG
439 30 8/18/2005 RSF SB LT Choker Sta 252+50 FSG
440 30 8/18/2005 RSF SB LT Curt)/Gutler STA 252+25 FSG
441 30 8/19/2005 RSF SB LT CG STA 253+75 EL-SG
442 30 8/19/2005 RSF SB STA 252+00,20'LT of CL EL-SG
443 30 8/19/2005 RSF SB STA 253+50,40'LT of CL EL-SG
444 30 8/19/2005 RSF SB Median LT CG STA 253+00 EL-SG
445 30 8/19/2005 RSF SB STA 255+00, 30' LT of CL EL-SG
446 30 8/19/2005 RSF SB Median LT CG STA 254+50 EL-SG
447 30 8/19/2005 RSF SB LT CG STA 255+50 EL-SG
448 30 8/19/2005 RSF SB STA 256+00,30' LT of CL EL-SG
449 30 8/19/2005 RSF SB LT CG STA 256+50 EL-SG
450 30 8/19/2005 RSF SB STA 257+00 EL-SG
451 30 8/19/2005 RSF SB LT CG STA 258+00 EL-SG
452 30 8/19/2005 RSF SB STA 258+00,30' LT of CL EL-SG
453 30 8/19/2005 RSF SB LT CG STA 259+50 EL-SG
454 30 8/22/2005 RSF SB STA 260+00.30'LT of CL EL-SG
455 30 8/22/2005 RSF LT CG STA 261+25 EL-SG
456 30 8/22/2005 RSF SB LT CG STA 261+00, 5'LT of CL EL-SG
457 30 8/22/2005 RSF SB LT CG STA 262+00, 25'LT of CL EL-SG
7.1%
7.9%
6.8%
6.0%
8.3%
9.5%
7.5%
8.7%
7.5%
8,7%
8.3%
7.1%
9.1%
8,3%
7.5%
7.1%
8.3%
9,1%
7,9%
8.7%
7.1%
8.3%
7.1%
9.1%
6.8%
7.9%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6,0%
6.0%
6.0%
6.0%
6,0%
6,0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
137.4
137.1
136.6
135,6
134.3
136,9
133,9
133.5
135,2
134,5
133.9
136.0
134.8
133.9
136.2
135.2
134.4
135,6
136,4
134.5
135,8
135.4
135.4
134.1
134.5
134,0
140.0
140,0
140.0
140.0
140.0
140,0
140.0
140.0
140.0
140.0
140,0
140,0
140.0
140.0
140.0
140,0
140.0
140.0
140.0
140,0
140.0
140,0
140.0
140.0
140.0
140.0
98.1%
97.9%
97,6%
96.9%
95.9%
97.8%
95.6%
95.4%
96.6%
96.1%
95.6%
97.1%
96.3%
95.6%
97.3%
96,6%
96,0%
96,9%
97.4%
96.1%
97.0%
96.7%
96.7%
95.8%
96.1%
95.7%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Confonn
Confonn
Conform
Conform
Confomi
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
f S liiiiffititiiiiiii iiiiififiiiiiii
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test
#
Sample
#
Test
Dato
Test Location Elev. (ft)
Moisture Dry Densiiy (pcf) Relative Comp. Conform
Non-Conform
Test
#
Sample
#
Test
Dato
Test Location Elev. (ft)
Field Opt Field Max. Obt. Req.
Conform
Non-Conform
458 30 8/22/2005 RSF SB LT CG STA 263+00, 15' LT of CL EL-SG 8.7% 6.0% 135,1 140.0 96.5% 95% Conform
459 30 8/22/2005 RSF SB LT CG STA 264+00, 30' LT of CL EL-SG 7.9% 6.0% 136,7 140.0 97.6% 95% Conform
460 30 8/22/2005 RSF SB LT CG STA 265+00, 5' LT of CL EL-SG 8.3% 6.0% 134.6 140.0 96.1% 95% Conform
461 30 8/22/2005 RSF SB LT CG STA 264+00 EL-SG 8.3% 6.0% 134,9 140.0 96.4% 95% Conform
462 30 8/22/2005 RSF SB LT CG STA 265+50 EL-SG 9.1% 6,0% 135.0 140.0 96.4% 95% Conform
463 30 8/22/2005 RSF SB LT CG STA 266+00, 30' LT of CL EL-SG 8.3% 6.0% 134.1 140,0 95,8% 95% Conform 464 30 8/23/2005 RSF SB LT Median CG STA 264+00 EL-SG 7,1% 6.0% 133.6 140.0 95,4% 95% Conform
465 30 8/23/2005 RSF SB LT Median CG STA 265+50 EL-SG 7.9% 6.0% 132.8 140.0 94.9% 95% Conform
466 30 8/23/2005 RSF SB LT Median CG STA 267+00 EL-SG 8.3% 6.0% 134.7 140,0 96,2% 95% Conform
467 30 8/23/2005 RSF SB LT Median STA 267+00, 30' LT of CL EL-SG 7.5% 6.0% 137.2 140.0 98,0% 95% Conform
468 30 8/23/2005 RSF SB LT CG STA 266+50 EL-SG 6.8% 6,0% 135.4 140,0 96,7% 95% Confonn
469 30 8/23/2005 RSF SB LT CG STA 268+00 EL-SG 9.1% 6.0% 134.6 140.0 96,1% 95% Conform 470 30 8/23/2005 RSF SB LT CG STA 268+00, 25' LT of CL EL-SG 8.3% 6,0% 134.1 140.0 95.8% 95% Conform
471 30 8/23/2005 RSF SB LT Median CG STA 268+50 EL-SG 7.1% 6.0% 135.9 140.0 97.1% 95% Conform 472 30 8/23/2005 RSF SB LT CG STA 269+00 EL-SG 8.7% 6.0% 134.6 140.0 96.1% 95% Conform 473 30 8/23/2005 RSF SB LT CG STA 269+00, 15' LT of CL EL-SG 7,1% 6.0% 135,3 140.0 96,6% 95% Conform
474 30 8/23/2005 RSF SB LT CG STA 269+50, 30' LT of CL EL-SG 7.9% 6.0% 136.1 140,0 97,2% 95% Conform 475 4 8/31/2005 RSF SB LT CG STA 282+50 EL-SG 10.3% 8.5% 127.1 131,0 97,0% 95% Conform
476 4 8/31/2005 RSF SB LT CG STA 283+50 EL-SG 9,9% 8.5% 126.9 131.0 96.9% 95% Conform
477 4 8/31/2005 RSF STA 283+75, 20' LT of CL EL-SG 10,7% 8.5% 127.5 131.0 97.3% 95% Conform
478 4 8/31/2005 RSF STA 282+75, 40' LT of CL EL-SG 9,1% 8,5% 128.8 131.0 98.3% 95% Conform
479 5 8/31/2005 RSF STA 282+50, @ CL EL-SG 8.7% 8.5% 132.8 131.0 101.4% 95% Conform
480 4 8/31/2005 RSF STA 281+50, @CL EL-SG 9.5% 8.5% 127.0 131,0 96.9% 95% Conform
481 4 8/31/2005 RSF STA 281 +50. 40' LT of CL EL-SG 10.3% 8.5% 128.7 131,0 98,2% 95% Conform
482 4 9/1/2005 RSF SB LT CG STA 281 +00 EL-SG 9.9% 8.5% 127.0 131.0 96.9% 95% Conform
483 4 9/1/2005 RSF STA 280+50, 30' LT of CL EL-SG 8.3% 8.5% 129.1 131.0 98.5% 95% Conform
484 4 9/1/2005 RSF STA 280+25, 10' RT of CL EL-SG 9.1% 8.5% 126.6 131.0 96.6% 95% Conform
f f i 1 f 1 IIIIIIII 1 1 i i 1 1 ( 1 ff i ff 1 ff 1 1 1
Remarks
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test
Jf
Sample
JI
Test
Test Localion Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Ramarks ff
485
ff
5
Date
9/1 /9nn.«i
Test Localion Elev. (ft)
Fiold 1 Opt. Fiold 1 Max. Obt Req. Non-Confonn
Ramarks
486 5 9/1/2005 RSF STA 279+25,30' LT of CL EL-SG
487 5 9/1/2005 RSF SB LT Median CG STA 279+00 EL-SG
488 5 9/1/2005 RSF SB LT CG STA 278+50 EL-SG
489 5 9/1/2005 RSF SB STA 278+25,30' LT of CL EL-SG
490 5 9/1/2005 RSF SB LT Median CG STA 277+50 EL-SG
491 30 9/2/2005 Abbut. #4 RT EL-343
492 5 9/2/2005 Abbut. #4 RT EL-345
493 61 9/2/2005 RSF SB LT CG STA 277+40 EL-SG
494 5 9/2/2005 RSF SB STA 276+75,30' LT of CL EL-SG
495 5 9/2/2005 RSF SB LT Median CGS TA 276+00 EL-SG
496 61 9/2/2005 RSF SB LT CG STA 275+90 EL-SG
497 75 9/7/2005 RSF SB LT CG STA 269+00 EL-.5BG
498 75 9/7/2005 RSF SB LT CG STA 267+50 EL-.5BG
499 75 9/7/2005 RSF SB LT CG STA 266+00 EL-.5BG
500 75 9/7/2005 RSF SB LT CG STA 264+50 EL-.5BG
501 75 9/7/2005 RSF SB LT CG STA 263+00 EL-.5BG
502 75 9/7/2005 RSF SB LT CG STA 261+50 EL-.5BG
503 75 9/7/2005 RSF SB LT CG STA 260+00 EL-.5BG
504 75 9/7/2005 RSF SB LT CG STA 258+50 EL-.5BG
505 75 9/7/2005 RSF SB LT CG STA 257+50 EL-.5BG
506 75 9/7/2005 RSF SB LT CG STA 255+00 EL-.5BG
507 75 9/7/2005 RSF SB LT CG STA 253+50 EL-.5BG
508 75 9/8/2005 RSF SB LT Median CG STA 269+40 EL-.5BG
509 75 9/8/2005 RSF SB LT Median CG STA 268+00 EL-.5BG
510 75 9/8/2005 RSF SB LT Median CG STA 266+50 EL-.5BG
511 75 9/8/2005 RSF SB LT Median CG STA 265+00 El^.5BG
7.5%
7.9%
7.1%
8,7%
7.5%
8.3%
7.9%
10.7%
7.5%
8.3%
7.9%
8.3%
7.5%
7.9%
6.8%
7.1%
7.5%
8.3%
7.9%
6.4%
8.7%
7,5%
6.8%
7.9%
7.1%
8.3%
7.5%
7.5%
7.5%
7.5%
7.5%
6.0%
7.5%
8.5%
7.5%
7.5%
8.5%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
134.4
133.8
131.7
133,2
133.2
135.9
132.6
130.7
132.2
131.9
127.9
138.5
138.6
138.6
138.5
137.3
137.1
136.7
138.6
138.3
136.7
137.8
136.3
135.8
137.2
137.5
137.5
137,5
137.5
137.5
137.5
140.0
137.5
134.0
137.5
137.5
134,0
140.5
140.5
140.5
140.5
140.5
140.5
140.5
140.5
140.5
140.5
140.5
140.5
140,5
140,5
140.5
97.7%
97.3%
95.8%
96.9%
96.9%
97.1%
96,4%
97,5%
96,1%
95.9%
95.4%
98.6%
98.6%
98.6%
98,6%
97.7%
97.6%
97.3%
98.6%
98.4%
97,3%
98.1%
97,0%
96.7%
97.7%
97,9%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
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
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
ri ffl fl tl fl 11 tl li Ilffi ffl il 11 ffl ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
j>
Sample
JI
Test
Test Location Elev. (ft)
Moisture Dry Dons rty (pcf) Relative Comp. Conform
Remarks
512
ff
75
Dale
9/8/2nnfi
Test Location Elev. (ft)
Field 1 Opt Fleld Max. Obt Req. Non-Conform
Remarks
513 75 9/9/2005 RSF SB STA 262+00, 10' LT of CL
514 75 9/9/2005 RSF SB STA 260+00, 15' LT of CL
515 75 9/9/2005 RSF SB STA 238+00, 15' LT of CL
516 75 9/9/2005 RSF SB STA 256+00, 15' LT of CL
517 75 9/9/2005 RSF SB STA 254+00, 5' LT of CL
518 80 9/9/2005 RSF SB LT CG STA 277+00
519 80 9/9/2005 RSF SB LT CG STA 278+01
520 75 9/9/2005 RSF SB STA 269+00, 30'LT of CL
521 80 9/9/2005 RSF SB LT CG 280+00
522 80 9/9/2005 RSF SB STA 277+50, 30' LT of CL
523 80 9/9/2005 RSF SB STA 278+50, 30'LTofCL
524 80 9/9/2005 RSF SB STA 279+50, 30'LT of CL
525 80 9/9/2005 RSF SB STA 280+25, 30' LT of CL
526 75 9/9/2005 RSF SB STA 267+50, 30' LT of CL
527 75 9/9/2005 RSF SB STA 266+00, 40'LT of CL
528 75 9/9/2005 RSF SB STA 264+50, 30' LT of CL
529 75 9/9/2005 RSF SB STA 263+00, 40'LT of CL
530 75 9/9/2005 RSF SB STA 261 +50, 40' LT of CL
531 75 9/9/2005 RSF SB STA 260+00, 25'LT of CL
532 75 9/9/2005 RSF SB STA 258+50, 40' LT of CL
533 75 9/9/2005 RSF SB STA 257+00, 25' LT of CL
534 75 9/12/2005 RSF SB STA 255+50, 23' LT of CL
535 75 9/12/2005 RSF SB STA 254+00, 40' LT of CL
536 75 9/12/2005 RSF SB STA 252+50, 20' LT of CL
537 75 9/12/2005 RSF LT Median CG STA 270+00
538 75 9/12/2005 RSF LT Median CG STA 268+50
EL-.5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-,5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-.5BG
EL-,5BG
EL-.5BG
EL-.5BG
EL-BG
EL-BG
8,7%
7,9%
6,8%
7.9%
6.4%
12,4%
13.2%
7.1%
11.9%
12.8%
11,5%
12.4%
11.1%
8.3%
8.7%
7,9%
7.1%
6.8%
7.5%
8.3%
6.8%
7.1%
8.7%
7.9%
8.3%
9.1%
7.0%
7.0%
7.0%
7.0%
7.0%
11.0%
11.0%
7.0%
11.0%
11.0%
11.0%
11.0%
11.0%
7,0%
7,0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
135.0
137.1
138.9
136.2
138.2
117.7
117.7
139.9
117.2
118.1
118.5
119.0
118.7
137.1
137.9
137.8
136.6
137.6
137.9
137.9
137.4
137.7
136.2
135.6
134.9
135.2
140.5
140.5
140.5
140.5
140.5
121.5
121.5
140.5
121.5
121.5
121.5
121.5
121,5
140.5
140.5
140.5
140.5
140.5
140.5
140.5
140.5
140.5
140.5
140,5
140.5
140.5
96.1%
97.6%
98.9%
96.9%
98.4%
96.9%
96,9%
99.6%
96.5%
97.2%
97.5%
97.9%
97.7%
97.6%
98.1%
98.1%
97.2%
97.9%
98.1%
98,1%
97.8%
98.0%
96.9%
96,5%
96,0%
96.2%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
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
Confonn
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
19 fifl 11 11 flfl II fifl ffl ffl fflil ffl ffl 11 ffl il
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test
#
Sample
#
Test
Date
Test Localion Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Non-Conform
Test
#
Sample
#
Test
Date
Test Localion Elev. (ft)
Field Opt. Field Max. Obt. Req.
Conform
Non-Conform
539 75 9/12/2005 RSF LT Median CG STA 267+00 EL-BG 6.8% 7.0% 137.2 140.5 97.7% 95% Conform 540 75 9/12/2005 RSF LT Median CG STA 265+50 EL-BG 9.1% 7.0% 136.5 140.5 97.2% 95% Conform
541 75 9/12/2005 RSF LT Median CG STA 264+00 EL-BG 8.3% 7,0% 136.9 140.5 97.4% 95% Conform 542 75 9/12/2005 RSF LT Median CG STA 262+50 EL-BG 8.7% 7.0% 134.9 140.5 96.0% 95% Conform
543 75 9/12/2005 RSF LT CG STA 252+00 EL-BG 7.1% 7.0% 137.7 140.5 98.0% 95% Conform 544 75 9/12/2005 RSF LT CG STA 253+50 EL-BG 9.1% 7.0% 134.3 140.5 95,6% 95% Conform
545 75 9/12/2005 RSF LT CG STA 255+00 EL-BG 8.3% 7.0% 136.7 140.5 97,3% 95% Conform 546 75 9/12/2005 RSF LT CG STA 256+50 EL-BG 7.9% 7.0% 137.9 140.5 98.1% 95% Conform 547 75 9/12/2005 RSF LT CG STA 258+00 EL-BG 7.1% 7.0% 138.9 140.5 98.9% 95% Conform
548 75 9/12/2005 RSF LT CG STA 259+50 EL-BG 7.5% 7.0% 135.6 140.5 96.5% 95% Conform 549 75 9/12/2005 RSFLT CG STA 261+00 EL-BG 8.7% 7.0% 134.7 140.5 95.9% 95% Conform 550 75 9/12/2005 RSF LT CG STA 262+50 EL-BG 7,5% 7.0% 135.2 140.5 96.2% 95% Conform 551 75 9/12/2005 RSF LT CG STA 264+00 EL-BG 9,1% 7.0% 135.5 140.5 96.4% 95% Conform 552 75 9/12/2005 RSF LT CG STA 265+50 EL-BG 7,1% 7.0% 138.5 140.5 98.6% 95% Conform
553 75 9/12/2005 RSF LT CG STA 267+00 EL-BG 6.8% 7.0% 135.8 140.5 96.7% 95% Conform
554 75 9/12/2005 RSF LT CG STA 268+50 EL-BG 7.5% 7.0% 137.5 140.5 97.9% 95% Conform 555 80 9/13/2005 RSF SB LT CG STA 275+25 EL-.5BG 11.5% 11.0% 117.7 121.5 96.9% 95% Conform 556 80 9/13/2005 RSF SB LT Median CG STA 275+00 EL-.5BG 13.6% 11.0% 117.6 121.5 96.8% 95% Conform
557 80 9/13/2005 RSF SBLTCG STA 281+50 EL-.5BG 12.4% 11,0% 117.8 121.5 97.0% 95% Conform 558 80 9/13/2005 RSF SB LT CG STA 283+00 EL-.5BG 12.8% 11.0% 115.9 121.5 95.4% 95% Conform
559 80 9/13/2005 RSF SB LT CG STA 281 +75, 30' LT of CL EL-.5BG 11.5% 11.0% 116.6 121.5 96.0% 95% Conform 560 80 9/13/2005 RSF SB LT CG STA 283+25, 15' LT of CL EL-.5BG 12.4% 11.0% 118.3 121.5 97.4% 95% Conform
561 5 9/13/2005 VWD Access Rd. STA 1+70 EL-SG 8.3% 7.0% 132.5 137.5 96.4% 95% Conform
562 80 9/13/2005 VWD Access Rd. STA 1+70 EL-.5BG 11.9% 11.0% 116.6 121.5 96.0% 95% Conform 563 80 9/13/2005 RSF SB LT CG STA 275 + 50 EL-BG 12.8% 11.0% 118.5 121.5 97.5% 95% Conform
564 80 9/13/2005 RSF SB LT CG STA 277 + 25 EL-BG 12.4% 11.0% 116.7 121.5 96.0% 95% Conform 565 80 9/13/2005 RSF SB LT CG STA 278 + 75 EL-BG 13.2% 11,0% 117.1 121.5 96.4% 95% Conform
r 1 (If] IIIIIIII f 1 f 1 f i ff 1 1 1 ff 1 f Iffl
Remarks
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
11
Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
<>RR
ff
fin
Date
Q/17./0rif\ti
Test Location Elev. (ft)
Field Opt. Field 1 Max. Obt. Req. Non-Conform
Remarks
567
568
569
570
571
572
573
574
575
576
577
578
579
580
581
582
583
80
80
80
80
39
31
39
75
31
38
39
39
39
80
80
75
75
9/13/2005 RSF SB LT Median STA 276 + 20
9/13/2005 RSF SB LT CG STA 280 + 25
9/13/2005 RSF SB LT CG STA 281+75
9/13/2005 RSF SB LT CG STA 283+25
9/14/2005 Melrose SBLTCG STA 211+50
9/14/2005 Melrose SBLTCG STA 213+51
9/14/2005 Corinthia RT CG STA 10 + 80
9/14/2005 Melrose SB LT CG STA 213 + 25
9/14/2005 Corinthia LT CG STA 11 + 00
9/14/2005 Corinthia LT CG STA 11 + 75
9/14/2005 Melrose LTCG STA 213+25
9/15/2005 Melrose RT Median CG STA 212+25
9/15/2005 Melrose LT Median CG
9/15/2005 RSF SB LT Bus Turnout STA 283+00, 4' RT of
LTFC
9/15/2005 VWD Access Rd STA 1 +75 CL
9/16/2005 RSF STA 254+00. @ CL
9/16/2005
584 80 9/19/2005
585 80 9/19/2005
586 75 9/20/2005
587 75 9/20/2005
588 75 9/20/2005
RSF SB Bus Turn Out STA 254+00 60' LT of
CL
VWD Access Rd LT CG STA 1 +75
VWD Access Rd RT CG STA 1+76
RSF STA 269+50, 45' LT of CL
RSF STA 268+00, 30' LT of CL
RSF STA 266+50, 20' LT of CL
EL-BG
EL-BG
EL-BG
EL-BG
EL-BG
EL-SG
EL-BG
EL-.5BG
EL-SG
EL-BG
EL-BG
EL-BG
EL-BG
EL-BG
11.1%
12.4%
11,5%
12,4%
7.1%
10.3%
8.3%
7.5%
10.7%
9.9%
6.8%
7.9%
7.1%
11.1%
11.0%
11.0%
11.0%
11.0%
6.5%
8.5%
6.5%
7.0%
8.5%
8.0%
6.0%
6.0%
6.0%
11.0%
117.1
117.3
118.3
118.6
137.8
128.1
137.4
137.6
127.7
131.6
139.0
138.9
141.5
117.6
121.5
121.5
121.5
121.5
143.0
132.0
143.0
140.5
132.0
134.5
143.0
143.5
143.5
121.5
96,4%
96.5%
97.4%
97,6%
96.4%
97.0%
96.1%
97.9%
96.7%
97.8%
97.2%
96.8%
98.6%
96.8%
95%
95%
95%
95%
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
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
EL-BG 13.2% 11.0% 118.3 121.5 97.4% 95% Conform grading
EL-.5BG 8.7% 7.0% 136.2 140.5 96.9% 95% Conform grading
EL-BG 7.5% 7.0% 137.6 140.5 97.9% 95% Conform grading
EL-BG 12.4% 11.0% 117.1 121.5 96.4% 95% Conform grading
EL-BG 13.2% 11.0% 117.7 121.5 96.9% 95% Conform grading
EL-BG 8.3% 7.0% 136.7 140.5 97.3% 95% Conform grading
EL-BG 9.1% 7.0% 135.1 140.5 96.2% 95% Conform grading
EL-BG 7.9% 7.0% 135.7 140.5 96.6% 95% Conform grading
II II i I I I II 11 11 fi fl ffl fl II ffl ffl ffl 11 11 ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Sanla Fe Road North, Phase 2
Carlsbad, Catifornia
Test Sample Test
Test Location
DCC exa ocKj-nn Ar\> i T —< j->i
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks # #
7f.
Date
oran/onne;
Test Location
DCC exa ocKj-nn Ar\> i T —< j->i
Elev. (ft)
Field Opt. Fiold Max. Obt. Req. Non-Conform
Remarks
590 75 9/20/2005 RSF STA 263+50,25' LT of CL EL-BG 7.5% 7.0%
591 75 9/20/2005 RSF STA 262+00.40' LT of CL EL-BG 8.3% 7.0%
592 75 9/20/2005 RSF STA 260+50, 10'LTofCL EL-BG 7.1% 7.0%
593 75 9/20/2005 RSF STA 259+00,60' LT of CL EL-BG 6.8% 7.0%
594 75 9/20/2005 RSF STA 257+50, 30' LTofCL EL-BG 8.7% 7.0%
595 75 9/20/2005 RSF STA 256+00, 10'LT of CL EL-BG 9.1% 7.0%
596 75 9/20/2005 RSF STA 254+50,30'LT of CL EL-BG 8.3% 7.0%
597 75 9/21/2005 RSF STA 253+00,40'LT of CL EL-BG 8.3% 7.0%
598 75 9/21/2005 RSF STA 252+00,20' LT of CL EL-BG 6.8% 7.0%
599 80 9/21/2005 RSF STA 274+75,20'LT Of CL EL-BG 13.2% 11.0%
600 80 9/21/2005 RSF STA 276+25,40'LT of CL EL-BG 11.5% 11.0%
601 39 9/22/2005 Melrose SB STA 11+25.60'LT of CL EL-BG 7.9% 6.0%
602 39 9/22/2005 Melrose SB STA 12+75.53'LT of CL EL-BG 6.8% 6.0%
603 80 9/22/2005 VWD Access Rd RT CG STA 1+65 EL-BG 11.5% 11.0%
604 5 9/22/2005 RSF SB LT Sidewalk STA 277+75 EL-FSG 8.7% 7.0%
605 5 9/22/2005 RSF SB LT Sidewalk STA 279+00 EL-FSG 9.1% 7.0%
606 4 9/22/2005 RSF SB LT Sidewalk STA 280+50 EL-FSG 9.5% 8,5%
607 51 9/23/2005 RSF SB LT Sidewalk STA 282+25 EL-FSG 8.7% 7.0%
608 51 9/23/2005 RSF SB LT Sidewalk STA 283+50 EL-FSG 6.8% 7.0%
609 AC 9/27/2005 RSF SB STA 269+00 Outside Strip AC Grade
610 AC 9/27/2005 RSF SB STA 267+00 Outside Strip AC Grade
611 AC 9/27/2005 RSF SB STA 265+00 Outside Strip AC Grade
612 AC 9/27/2005 RSF SB STA 263+00 Outskfe Strip AC Grade
613 AC 9/27/2005 RSF SB STA 261+00 Outside Strip AC Grade
614 AC 9/27/2005 RSF SB STA 259+00 Outside Strip AC Grade
615 AC 9/27/2005 RSF SB STA 257+00 Outside Strip AC'Grade
137.8
136.2
139.1
137.5
136.9
135.1
135.4
136.5
137.4
116.4
118.3
139.0
139.9
118.3
134.1
132.4
125.6
132.4
128.9
145.5
144.0
144.4
143.9
143.7
143.6
145.0
140.5
140.5
140.5
140.5
140.5
140.5
140.5
140.5
140.5
121.5
121.5
143.5
143.5
121.5
137.5
137.5
131.0
135.0
135,0
146.9
146.9
146.9
146.9
146.9
146.9
146.9
98.1%
96.9%
99.0%
97.9%
97.4%
96.2%
96.4%
97.2%
97.8%
95.8%
97.4%
96.9%
97.5%
97.4%
97.5%
96.3%
95.9%
98.1%
95.5%
99.0%
98.0%
98.3%
98.0%
97.8%
97.8%
98.7%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
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
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
rififiiifififiiiiiEi ifirifiiiiiiififfi
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carisbad. California
Test
JC
Sample Tost
Test Location
DCC CD CTA ICEj-i-in oi-;_
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
R1R
#
AP.
Date
Test Location
DCC CD CTA ICEj-i-in oi-;_
Elev. (ft)
Fiold Opt. Field Max. Obt. Req. Non-Conform
Remarks
617 AC 9/27/2005 RSF SB STA 253+00 Outskle Strip AC Grade
618 AC 9/27/2005 RSF SB STA 268+00 2nd CTR Strip AC Grade
619 AC 9/27/2005 RSF SB STA 266+00 2nd CTR Strip AC Grade
620 AC 9/27/2005 RSF SB STA 264+00 2nd CTR Strip AC Grade
621 AC 9/27/2005 RSF SB STA 262+00 2nd CTR Strip AC Grade
622 AC 9/27/2005 RSF SB STA 260+00 2nd CTR Strip AC Grade
623 AC 9/27/2005 RSF SB STA 258+00 2nd CTR Strip AC Grade
624 AC 9/27/2005 RSF SB STA 256+00 2nd CTR Strip AC Grade
625 AC 9/27/2005 RSF SB STA 254+00 2nd CTR Strip AC Grade
626 AC 9/27/2005 RSF SB STA 252+00 2nd CTR Strip AC Grade
627 AC 9/27/2005 RSF SB STA 269+501st CTR Strip AC Grade
628 AC 9/27/2005 RSF SB STA 267+50 1st CTR Strip AC Grade
629 AC 9/27/2005 RSF SB STA 265+50 1 st CTR Strip AC Grade
630 AC 9/27/2005 RSF SB STA 263+50 1st CTR Strip AC Grade
631 AC 9/27/2005 RSF SB STA 268+50 Inside Strip AC Grade
632 AC 9/27/2005 RSF SB STA 266+50 Inside Strip AC Grade
633 AC 9/27/2005 RSF SB STA 264+50 Inside Strip AC Grade
634 AC 9/27/2005 RSF SB STA 262+50 Inside Strip AC Grade
635 AC 9/27/2005 RSF SB STA 260+50 Inside Strip AC Grade
636 AC 9/27/2005 RSF SB STA 258+50 Inskie Strip AC Grade
637 AC 9/27/2005 RSF SB STA 256+50 Inside Strip AC Grade
638 AC 9/27/2005 RSF SB STA 261+501st CTR Strip AC Grade
639 AC 9/27/2005 RSF SB STA 259+50 1st CTR Strip AC Grade
640 AC 9/27/2005 RSF SB STA 257+50 1 st CTR Strip AC Grade
641 AC 9/27/2005 RSF SB STA 253+50 1 st CTR Strip ACGrade
143.9
146.0
142.8
144.3
145.2
143.0
146.2
144.2
143.5
145.8
143.0
145.1
145.7
145.9
143.5
144.6
144.9
146.3
145.0
144.4
145.8
146.4
142.9
144.6
143,1
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
98.0%
99,4%
97,2%
98.2%
98.8%
97.3%
99.5%
98.2%
97.7%
99.3%
97.3%
98.8%
99.2%
99.3%
97.7%
98.4%
98.6%
99.6%
98.7%
98.3%
99.3%
99.7%
97.3%
98.4%
97.4%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Confomn
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
llffiilllllll iEillfififlfiffl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
#
Sample
#
Test
Date
Test Localion Elev. (ft)
642 AC 9/27/2005 RSF SB STA 253+50 1st CTR Strip AC Grade
643 AC 9/27/2005 RSF SB STA 252+00 1st CTR Strip AC Grade
644 AC 9/27/2005 RSF SB STA 254+50 1st CTR Strip AC Grade
645 AC 9/27/2005 RSF SB STA 253+00 1st CTR Strip AC Grade
646 AC 9/28/2005 RSF SB STA 275+00 Inside Strip AC Grade
647 AC 9/28/2005 RSF SB STA 275+25 1st CTR Strip AC Grade
648 AC 9/28/2005 RSF SB STA 275+50 2nd CTR Strip AC Grade
649 AC 9/28/2005 RSF SB STA 276+00 Outside Strip AC Grade
650 AC 9/28/2005 RSF SB STA 270+00 Outside Strip AC Grade
651 AC 9/28/2005 RSF SB STA 268+00 Outside Strip AC Grade
652 AC 9/28/2005 RSF SB STA 266+00 Outside Strip AC Grade
653 AC 9/28/2005 RSF SB STA 264+00 Outside Strip AC Grade
654 AC 9/28/2005 RSF SB STA 262+00 Outside Strip AC Grade
655 AC 9/28/2005 RSF SB STA 260+00 Outside Strip AC Grade
656 AC 9/28/2005 RSF SB STA 258+00 Outside Strip AC Grade
657 AC 9/28/2005 RSF SB STA 256+00 Outside Strip AC Grade
658 AC 9/28/2005 RSF SB STA 254+00 Outside Strip AC Grade
659 AC 9/28/2005 RSF SB STA 252+00 Outside Strip AC Grade
660 AC 9/28/2005 RSF SB STA 269+50 Inside Strip AC Grade
661 AC 9/28/2005 RSF SB STA 267+50 Inside Strip AC Grade
662 AC 9/28/2005 RSF SB STA 265+50 Inside Strip AC Grade
663 AC 9/28/2005 RSF SB STA 263+50 Inside Strip AC Grade
664 AC 9/28/2005 RSF SB STA 261+50 Inside Strip AC Grade
665 AC 9/28/2005 RSF SB STA 259+50 Inskle Strip AC Grade
666 AC 9/28/2005 RSF SB STA 257+50 Inside Strip AC Grade
667 AC 9/28/2005 RSF SB STA 255+50 Inside Strip AC Grade
i 1 f 1 f 1 11 ffl ffl II 1 1
Moisture Dry Density (pcf) Relative Comp. Confonn
Non-Conform
Remarks
Fletd Opt. Field Max. Obt. Req.
Confonn
Non-Conform
Remarks
144.6 146.9 98.4% 95% Conform grading
145.6 146.9 99.1% 95% Conform grading
144.8 146.9 98.6% 95% Conform grading
146.3 146.9 99.6% 95% Conform grading
143.1 146.9 97.4% 95% Conform grading
146.0 146.9 99.4% 95% Conform grading
145.2 146.9 98.8% 95% Conform grading
144.5 146.9 98.4% 95% Conform grading
138.8 146.9 94.5% 95% Conform grading
141.6 146.9 96,4% 95% Conform grading
139.5 146.9 95.0% 95% Conform grading
143.0 146.9 97.3% 95% Conform grading
140.6 146.9 95.7% 95% Conform grading
141.5 146.9 96.3% 95% Conform grading
140.9 146.9 95.9% 95% Conform grading
142.2 146.9 96.8% 95% Conform grading
139.9 146.9 95.2% 95% Conform grading
141.8 146.9 96.5% 95% Conform grading
138.9 146.9 94.6% 95% Conform grading
139.1 146.9 94.7% 95% Conform grading
140.6 146.9 95.7% 95% Conform grading
138.7 146.9 94.4% 95% Nonconform grading
141.0 146.9 96.0% 95% Conform grading
138.6 146.9 94.3% 95% Nonconform grading
140.3 146.9 95.5% 95% Conform grading
141.2 146.9 96.1% 95% Conform grading
1 1 t 1 i 1 i 1 1 i f 1 ff 1 S 1 ff
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test Sample Tost
Test Localion
• cc CB f>TA nei . en i !j_ oi..:_
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks #
AP
Date
anannns
Test Localion
• cc CB f>TA nei . en i !j_ oi..:_
Elev. (ft)
Fiold Opt Field Max. Obt. Req. Non-Conform
Remarks
669 AC 9/28/2005 RSF SB STA 268+50 CTR Strip AC Grade
670 AC 9/28/2005 RSF SB STA 266+50 CTR Strip AC Grade
671 AC 9/28/2005 RSF SB STA 264+50 CTR Strip AC Grade
672 AC 9/28/2005 RSF SB STA 262+50 CTR Strip ACGrade
673 AC 9/28/2005 RSF SB STA 260+50 CTR Strip AC Grade
674 AC 9/28/2005 RSF SB STA 258+50 CTR Strip AC Grade
675 AC 9/28/2005 RSF SB STA 256+50 CTR Strip AC Grade
676 AC 9/28/2005 RSF SB STA 254+50 CTR Strip ACGrade
677 AC 9/28/2005 RSF SB STA 252+50 CTR Strip AC Grade
678 AC 9/28/2005 RSF SB STA L75+00 Outside Strip AC Grade
679 AC 9/28/2005 RSF SB STA 275+25 2nd CTR Strip ACGrade
680 AC 9/28/2005 RSF SB STA 275+50 1 st CTR Strip AC Grade
681 AC 9/28/2005 RSF SB STA 276+00 Inside Strip AC Grade
682 AC 9/29/2005 Melrose SB STA 213+75 4' RT of LT FC AC Grade
683 AC 9/29/2005 Melrose SB STA 213+50 5' RT of LT FC AC Grade
684 AC 9/29/2005 Melrose SB STA 213+25 5'RT of LT FC ACGrade
665 AC 9/29/2005 Melrose SB STA 212+75 5'RT of LT FC ACGrade
686 AC 9/29/2005 Melrose SB STA 212+50 10' RT of LT FC AC Grade
687 AC 9/29/2005 Melrose SB STA 212+25 5' RT of LT FC AC Grade
688 AC 9/29/2005 Melrose SB STA 212+00 10' RT of LT FC AC Grade
689 AC 9/29/2005 Melrose SB STA 211+75 ACGrade
690 AC 9/29/2005 Melrose SB STA 211+50 AC Grade
691 AC 9/29/2005 Corinthia SB STA 10+90 AC Grade
692 31 9/29/2005 Melrose SB LT Sidewalk STA 213+50 EL-FSG
693 31 9/29/2005 Melrose SB LT Sidewalk STA 212+00 EL-FSG
694 31 9/29/2005 Corinthia SB LT Sidewalk STA 10+90 EL-FSG
10.3% 8.5%
9.9% 8.5%
10.7% 8.5%
140.6
141.5
142.0
139.5
140.6
140.5
139.3
141.2
138.9
138.5
140.9
142.0
141.6
140.9
142.9
143.5
143.0
145,6
144.1
142.5
143.5
145.9
142.7
127.7
127.0
127,7
146,9
146.9
146.9
146.9
146.9
146,9
146.9
146.9
146.9
146.9
146.9
146.9
146.9
145.3
145.3
145.3
145.3
145.3
145.3
145.3
145.3
145.3
145.3
132.0
132.0
132.0
95.7%
96.3%
96.7%
95.0%
95.7%
95.6%
94.8%
96.1%
94.6%
94.3%
95.9%
96.7%
96.4%
97.0%
98.3%
98.8%
98.4%
100.2%
99.2%
98.1%
98.8%
100.4%
98.2%
96.7%
96.2%
96.7%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Nonconform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Nonconform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Confomi
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
I I i^fllflflfililiflflflflfflfflfflfflfflfl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fo Road North, Phase 2
Carlsbad, California
Test Test Sample Test
# # Date
695 5 9/29/2005
696 5 9/29/2005
697 35 10/5/2005
698 35 10/5/2005
699 35 10/5/2005
700 35 10/5/2005
701 35 10/5/2005
702 35 10/5/2005
703 35 10/5/2005
704 35 10/5/2005
705 35 10/5/2005
706 35 10/5/2005
703A 35 10/5/2005
707 AC 10/6/2005
708 AC 10/6/2005
709 AC 10/6/2005
710 AC 10/6/2005
711 AC 10/6/2005
712 AC 10/6/2005
713 AC 10/6/2005
714 AC 10/6/2005
715 AC 10/6/2005
716 AC 10/6/2005
717 AC 10/6/2005
718 AC 10/6/2005
719 AC 10/6/2005
720 AC 10/6/2005
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Non-Conform
Rem Elev. (ft)
Field Opt Field Max. Obt. Req.
Conform
Non-Conform
Rem
EL-FSG 9.1% 7.0% 130.7 137.5 95.1% 95% Conform grading
EL-FSG 8.3% 7.0% 131.6 137.5 95.7% 95% Conform grading
EL-BG 11.5% 11.0% 117.2 122.0 96.1% 95% Conform grading
EL-BG 11.1% 11.0% 119.6 122.0 98.0% 95% Conform grading
EL-BG 13.2% 11.0% 116.7 122.0 95.7% 95% Conform grading
EL-BG 12.8% 11.0% 118.7 122.0 97.3% 95% Conform grading
EL-BG 11.9% 11.0% 119.4 122.0 97.9% 95% Conform grading
EL-BG 12.4% 11.0% 116.4 122.0 95.4% 95% Confomi grading
EL-BG 13.6% 11.0% 114.7 122.0 94.0% 95% Nonconform grading
EL-BG 12.4% 11.0% 118.3 122,0 97,0% 95% Conform grading
EL-BG 11.5% 11.0% 120.4 122.0 98,7% 95% Conform grading
EL-BG 11.1% 11.0% 120.1 122.0 98.4% 95% Conform grading
EL-BG 11.5% 11.0% 120.4 122.0 98.7% 95% Conform grading
AC Grade 141.4 143.7 98.4% 95% Conform grading
AC Grade 142.3 143.7 99.0% 95% Conform grading
AC Grade 138.9 143.7 96.7% 95% Conform grading
AC Grade 142.9 143.7 99.4% 95% Conform grading
AC Grade 144.3 143.7 100.4% 95% Conform grading
AC Grade 140.8 143.7 98.0% 95% Conform grading
AC Grade 144.1 143.7 100.3% 95% Conform grading
AC Grade 142.6 143.7 99.2% 95% Conform grading
AC Grade 143.9 143.7 100.1% 95% Conform grading
AC Grade 140.5 143.7 97.8% 95% Conform grading
AC Grade 141.1 143.7 98.2% 95% Conform grading
AC Grade 139.9 143.7 97.4% 95% Conform grading
AC Grade 144.0 143.7 100.2% 95% Conform grading
AC Grade 142.3 143.7 99.0% 95% Conform grading
RSF SB LT Sidewalk STA 277+40
RSF SB LT Sidewalk STA 276+00
RSF STA 276+50, 20' LT of CL
RSF STA 277+50. 40' LT of CL
RSF STA 278+50. 40' LT of CL
RSF STA 279+50, 10' LT of CL
RSF STA 280+00, 50' LT of CL
RSF STA 280+50, @ CL
RSF STA 281 +00, 40' LT of CL
RSF STA 281+50. @CL
RSF STA 282+00, 50' LT of CL
RSF STA 282+50, @ CL
RSF STA 281 +00, 40' LT of CL
RSF SB STA 282+50 Inside Strip
RSF SB STA 231+50 Inside Strip
RSF SB STA 280+50 Inside Strip
RSF SB STA 279+50 Inside Strip
RSF SB STA 277+50 inside Strip
RSF SB STA 276+50 Inside Strip
RSF SB STA 282+00 CTR Strip
RSF SB STA 280+50 CTR Strip
RSF SB STA 279+00 CTR Strip
RSF SB STA 277+50 CTR Strip
RSF SB STA 276+75 CTR Strip
RSF SB STA 281+00 CTR Strip
RSF SB STA 279+25 CTR Strip
RSF SB STA 277+75 CTR Strip
fl li fi fl tl ffl ffl fi fi 11 II 11 ffi 11 11 ffl 11 ffl ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carisbad, California
Test Sample Test
Test Location
DCC CO CTA OOl.ie .-I..I_:J_ *II_:_
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Ramarks #
Tit
#
AP
Date
Test Location
DCC CO CTA OOl.ie .-I..I_:J_ *II_:_
Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Ramarks
722 AC 10/6/2005 RSF SB STA 280+25 Outside Strip AC Grade
723 AC 10/6/2005 RSF SB STA 279+25 Outside Strip AC Grade
724 AC 10/6/2005 RSF SB STA 278+25 Outskle Strip AC Grade
725 AC 10/6/2005 RSF SB STA 277+25 Outskle Strip ACGrade
726 AC 10/6/2005 Melrose SB STA 209+75 Inside Strip AC Grade
727 AC 10/6/2005 Melrose SB STA 210+75 Inside Strip ACGrade
728 AC 10/6/2005 Melrose SB STA 209+75 Inside Strip AC Grade
729 AC 10/6/2005 Melrose SB STA 209+75 Inside Strip AC Grade
730 AC 10/6/2005 Melrose SB STA 209+75 Inside Strip AC Grade
731 AC 10/6/2005 Melrose SB STA 209+75 Inside Strip AC Grade
732 AC 10/6/2005 Melrose SB STA 209+75 Inside Strip ACGrade
733 AC 10/6/2005 Melrose SB STA 209+75 Inside Strip ACGrade
734 AC 10/6/2005 Melrose SB STA 209+75 Inside Strip AC Grade
735 AC 10/6/2005 RSF SB STA 283+00 Inside Strip ACGrade
736 AC 10/6/2005 RSF SB STA 282+00 Inside Strip AC Grade
737 AC 10/6/2005 RSF SB STA 281+00 Inside Strip AC Grade
738 AC 10/6/2005 RSF SB STA 280+00 Inside Strip AC Grade
739 AC 10/6/2005 RSF SB STA 279+00 Inskle Strip ACGrade
740 AC 10/6/2005 RSF SB STA 278+00 Inskle Strip AC Grade
741 AC 10/6/2005 RSF SB STA 277+00 Inside Strip AC Grade
742 AC 10/6/2005 RSF SB STA 282+50 CTR Strip AC Grade
743 AC 10/6/2005 RSF SB STA 281+50 CTR Strip ACGrade
744 AC 10/6/2005 RSF SB STA 280+50 CTR Strip AC Grade
745 AC 10/6/2005 RSF SB STA 279+50 CTR Strip AC Grade
746 AC 10/6/2005 RSF SB STA 278+50 CTR Strip ACGrade
144.3
140.6
142.8
145.0
138.5
140.2
139.1
141.6
138.3
141.1
139,5
140.8
141.5
138.5
140.2
139.1
141.6
143.6
142.1
141.6
140.5
141.6
142.3
140.4
139.7
143.7
143.7
143.7
143.7
143.1
143.1
143.1
143.1
143.1
143.1
143.1
143.1
143.1
143.1
143.1
143.1
143.1
143.1
143.1
143.1
143.1
143,1
143,1
143,1
143,1
100.4%
97.8%
99.4%
100.9%
96.8%
98.0%
97.2%
99.0%
96.6%
98.6%
97.5%
98.4%
98,9%
96,8%
98.0%
97.2%
99.0%
100.3%
99.3%
99.0%
98.2%
99.0%
99.4%
98.1%
97.6%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
f V 1 11 11 II II II li 11 ffl ffl ffl il il ffl ffl ffl ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
#
Sample
#
Test
Date
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Test
#
Sample
#
Test
Date
Test Location Elev. (ft)
Field Opt. Field Max. Obt. Req.
747 AC 10/6/2005 RSF SB STA 277+50 CTR Strip AC Grade 142.0 143.1 99.2% 95% 748 AC 10/6/2005 RSF SB STA 276+50 CTR Strip AC Grade 140.7 143.1 98,3% 95%
749 AC 10/6/2005 Melrose NB STA 213+25 Outside Strip AC Grade 140.0 145.0 96.6% 95% 750 AC 10/6/2005 Melrose NB STA 212+25 Outside Strip AC Grade 142.2 145.0 98.1% 95% 751 AC 10/6/2005 Melrose NB STA 211 +25 Outside Strip AC Grade 143.8 145.0 99.2% 95% 752 AC 10/6/2005 Melrose NB STA 210+25 Outside Strip AC Grade 142.7 145.0 98.4% 95% 753 AC 10/6/2005 RSF SB STA 276+25 Outside Strip AC Grade 139.4 145.0 96.1% 95% 754 AC 10/6/2005 RSF SB STA 277+25 Outside Strip AC Grade 140.0 145.0 96.6% 95% 755 AC 10/6/2005 RSF SB STA 278+25 Outside Strip AC Grade 142.6 145.0 98.3% 95% 756 AC 10/6/2005 RSF SB STA 279+25 Outside Strip AC Grade 143.4 145.0 98.9% 95% 757 AC 10/6/2005 RSF SB STA 280+25 Outside Strip AC Grade 144.1 145.0 99.4% 95%
758 AC 10/6/2005 RSF SB STA 281 +25 Outside Strip AC Grade 141.8 145.0 97.8% 95% 759 39 10/6/2005 Corinthia STA 10+70, 15' RT of CL EL-BG 9.5% 6.5% 140.0 143.0 97.9% 95% 760 30 10/7/2005 RSF Median STA 263+00, 5' RT of LT FC EL-FSG 6.8% 6.5% 133.9 140.0 95.6% 95% 761 30 10/7/2005 RSF Median STA 264+50, 5' RT of LT FC EL-FSG 7.5% 6.5% 133.9 140.0 95.6% 95% 762 39 10/25/2005 Melrose Median STA 212+50 EL-FSG 10.7% 8.5% 128.2 134.0 95.7% 95% 763 97 10/25/2005 RW-2 3' Footing OX BF STA 12+00 EL-2 10,7% 9.0% 129.4 134.0 96.6% 95%
764 97 10/25/2005 RW-2 3' Footing OX BF STA 11 +00 EL-2 9.9% 9.0% 129.7 134.0 96.8% 95% 765 97 10/25/2005 RW-2 3' Footing OX BF STA 12+25 EL-1 10.3% 9.0% 125.2 134.0 93.4% 95%
765A 97 10/25/2005 RW-2 3' Footing OX BF STA 12+25 EL-2 9.9% 9.0% 131.0 134.0 97.8% 95% 766 97 10/25/2005 RW-2 3' Footing OX BF STA 11+25 EL-3 10.7% 9.0% 129,1 134.0 96.3% 95%
767 97 10/28/2005 RW-2 3' Footing OX BS STA 11 +50 EL-FSG 9.5% 9.0% 128.3 134.0 95.7% 95% 768 30 11/3/2005 Abbut. 4 RT 5'N of Backwall EL-331 8.3% 6.0% 133.4 140.0 95.3% 95% 769 30 11/3/2005 Abbut 4 RT 10'N of Backwall EL-333 8.7% 6.0% 134.5 140.0 96.1% 95%
770 30 11/3/2005 Abbut. 4 RT 20'N of Backwall EL-335 7.5% 6.0% 133.5 140.0 95.4% 95% 771 30 11/3/2005 Abbut. 4 RT 25'N of Backwall EL-337 6.8% 6.0% 135.6 140.0 96.9% 95%
772 30 11/3/2005 Abbut 1 RT 30' S of Backwall EL-335 8.7% 6.0% 135.1 140.0 96.5% 95%
1 1 1 1 1 1 IIIIIIII f 1 1 i 1 1 1 1 1 i 1 1
Conform
Non-Conform
Remarks
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Nonconform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fo Road North, Phase 2
Carlsbad, California
Tost Sample Test
# # Date
773 30 11/3/2005
774 30 11/3/2005
775 30 11/3/2005
776 30 11/4/2005
777 30 11/4/2005
778 30 11/4/2005
779 97 11/7/2005
780 97 11/7/2005
781 30 11/8/2005
782 30 11/8/2005
783 30 11/8/2005
784 30 11/8/2005
785 30 11/8/2005
786 30 11/8/2005
787 30 11/9/2005
768 30 11/9/2005
789 30 11/10/2005
790 30 11/10/2005
Test Location
Abbut 1 RT 30' S of Backwall
Abbut. 1 RT 30' S of Backwall
Abbut. 1 RT 30' S of Backwall
Abbut. 1 RT 30' S of Backwall
Abbut. 1 RT 30' S of Backwall
Abbut. 1 RT 30' S of Backwall
Keyway BF RSF NB STA 266+25 70*RT of CL
Keyway BF RSF NB STA 268+25 100'RT of
CL
Abbut. 1 RT 30' S of Backwall, 10' LT of RT
Wingwall
Abbut 1 RT 30' S of Backwall, 10' LT of RT
Wingwall
Abbut. 1 RT 30' S of Backwall, 10' LT of RT
Wingwall
RSF NB RT Slope FiH STA 266+00, 100' RT of
CL
RSF NB RT Slope Fill STA 267+00, 95' RT of
CL
RSF NB RT Slope Fill STA 266+00, 95' RT of
CL
RSF NB RT Slope Fill STA 266+00, 95' RT of
CL
RSF NB RT Slope Fill STA 266+00, 95' RT of
CL
RSF NB RT 2:1 Slope Fill STA 266+00
RSF NB RT 2:1 Slope Fill STA 265+01
f i f 1 I i f 1 f llllll
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Non-Conform
Rem Elev. (ft)
Field Opt. Field Max. Obt. Req.
Conform
Non-Conform
Rem
EL-337 7.1% 6.0% 136.0 140.0 97,1% 95% Conform grading
EL-339 9 1% 6.0% 133.9 140.0 95.6% 95% Conform grading
EL-341 7.5% 6.0% 135.4 140.0 96.7% 95% Conform grading
EL-343 8.3% 6.0% 134.2 140.0 95.9% 95% Conform grading
EL-345 7.1% 6.0% 136.3 140.0 97.4% 95% Conform grading
EL-345 6.8% 6.0% 135.5 140.0 96.8% 95% Conform grading
EL-346 9.1% 9.0% 126.7 134.0 94.6% 90% Conform grading
EL-341 10.3% 9.0% 126.0 134.0 94.0% 90% Conform grading
EL-349 6.8% 6.0% 135.0 140.0 96.4% 95% Conform grading
EL-351 8.3% 6.0% 137.2 140.0 98.0% 95% Conform grading
EL-353 7.5% 6.0% 137.1 140.0 97.9% 95% Conform grading
EL-353 8.7% 6.0% 134.4 140.0 96.0% 90% Conform grading
EL-345 9.1% 6.0% 131.6 140.0 94.0% 90% Conform grading
EL-347 7.5% 6.0% 131.9 140.0 94.2% 90% Conform grading
EL-374 8.3% 6.0% 130.7 140.0 93.4% 90% Conform grading
EL-349 7.1% 6.0% 133.9 140.0 95.6% 90% Conform grading
EL-354 6.8% 6.0% 132.6 140.0 94.7% 90% Conform grading
EL-359 7.9% 6.0% 132.4 140.0 94.6%.. 90% Conform grading
ff 1 1 1 1 1 1 1 1 1 1 1 1 lil 1 1 11 i 1
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carisbad, California
Test
JI
Sample
JI
Tost
Test Localion Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff ff Oate
Test Localion Elev. (ft)
Field Opt. Fiold Max. Obt. 1 Req. Non-Conform
Remarks
791 30 11/10/2005 RSF NB RT 2:1 Slope Fill STA 264+02 EL-364 8.7% 6.0% 132,4 140.0 94.6% 90% Conform grading
792 102 11/14/2005 RSF NB RT 2:1 Stope Fill STA 267+50. 70' RT
of CL
EL-351 9.1% 8.0% 1274 134.0 95.1% 90% Conform grading
793 102 11/14/2005 RSF NB RT 2:1 Slope Fill STA 267+00, 80' RT
of CL
EL-353 10.3% 8.0% 125,0 134.0 93.3% 90% Conform grading
794 102 11/14/2005 RSF NB RT 2:1 Slope Fill STA 269+00, 60'RT
OfCL
EL-355 8.7% 8.0% 127.0 134.0 94.8% 90% Conform grading
795 30 11/15/2005 RSF NB RT2:1 Slope Fill STA 269+50, 60'RT
OfCL
EL-343 8.7% 6.0% 134.7 140.0 96.2% 95% Conform grading
796 30 11/15/2005 RSF NB RT 2:1 Slope Fill STA 268+50, 40'RT
OfCL
EL-346 6.8% 6.0% 135.7 140.0 96.9% 95% Conform grading
797 30 11/15/2005 RSF NB RT 2:1 Slope Fill STA 269+00. 40'RT
OfCL
EL-347 7.5% 6.0% 136.6 140.0 97.6% 95% Conform grading
f 1
798 61 11/15/2005 Abbut 1 RT RT Wingwall BF EL-345 10.7% 8.5% 128.9 134.0 96.2% 799 61 11/15/2005 Abbut 1 RT RT Wingwall BF EL-347 9.1% 8.5% 129,1 134,0 96.3%
800 30 11/15/2005 San Elijo STA 99+00 @ CL EL-315 7.9% 6.0% 133.2 140.0 95.1%
801 30 11/15/2005 San Elijo STA 99+00 20' RT of CL EL-317 8.3% 6.0% 130.5 140.0 93.2% 802 30 11/16/2005 San Elijo STA 99+10, 30' LT of CL EL-319 6.8% 6.0% 135.7 140.0 96.9%
803 30 11/16/2005 San Etijo STA 99+20, @ CL EL-321 8.3% 6.0% 135.2 140.0 96.6%
804 30 11/16/2005 San Elijo STA 98+90, 40' RT of CL EL-323 7.1% 6,0% 137.3 140.0 98.1%
805 30 11/16/2005 San Elijo STA 98+50, 30' RT of CL EL-418 9 1% 6,0% 135,4 140.0 96.7% 806 30 11/16/2005 San Elijo STA 98+75, 40' RT of CL EL^20 6.8% 6.0% 135.9 140.0 97.1%
807 30 11/16/2005 San Elijo STA 98+50, 30' RT of CL EL-422 8.3% 6.0% 134.9 140.0 96.4% 808 30 11/16/2005 RSF NB/RSF NB RT 2:1 Slope Fill STA EL-345 7.5% 6.0% 135.7 140.0 96.9% 269+25 60' RT of CL 140.0 96.9%
809 102 11/16/2005 RSF NB/RSF NB RT 2:1 Slope Fill STA EL-366 9.9% 8.0% 127.9 134.0 95.4% 264+00 50' RT of CL 134.0 95.4%
810 102 11/16/2005 RSF NB STA 264+50, 60' RT of CL EL-368 9.9% 8.0% 127.6 134.0 95.2%
i f 111 11 ffl i 1 f 1 1 1 f 1 1 1 1 1 1 1 1
95%
95%
90%
90%
95%
95%
95%
90%
95%
95%
95%
90%
90%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
Jl
Sample
Jl
Tost
Test Location
RJ5F MR .QTA 9R1J.7K iin' DT «f
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
811
ff
102
Date
ii/ifi/9nnfi
Test Location
RJ5F MR .QTA 9R1J.7K iin' DT «f
Elev. (ft)
Field Opt Field Max. Obt. 1 Req. Non-Conform
Remarks
812
813
814
815
816
817
818
819
102
102
102
102
30
30
30
30
11/17/2005
11/17/2005
11/17/2005
11/17/2005
11/18/2005
11/18/2005
11/18/2005
11/18/2005
820 30 11/21/2005
821 30 11/21/2005
822 30 11/21/2005
823 30 11/21/2005
824 30 11/22/2005
825 30 11/22/2005
826 30 11/22/2005
827 30 11/22/2005
828 30 11/22/2005
829 30 11/22/2005
830 30 11/29/2005
831 30 11/29/2005
RSF NB/RSF NB RT2:1 Slope Fill STA
265+50 80' RT of CL
RSF NB/RSF NB RT 2:1 Slope Fill STA
265+00 80' RT of CL
RSF NB/RSF NB RT 2:1 Stope Fill STA
268+00 75' RT of CL
RSF NB/RSF NB RT 2:1 Slope Fill STA
268+50 90' RT of CL
RSF NB/RSF NB RT 2:1 Stope Fill STA
266+00 45' RT of CL
RSF NB/RSF NB RT 2:1 Slope Fill STA
265+00 60'RT OfCL
RSF NB/RSF NB RT 2:1 Slope Fill STA
264+00 50'RT OfCL
RSF NB/RSF NB RT 2:1 Slope Fill STA
268+00 35' RT of CL
RSF NB STA 263+50 40' RT Of CL
RSF NB STA 265+50 30' RT of CL
RSF NB STA 267+00 20' RT of CL
RSF NB STA 268+00, 30' RT of CL
RSF NB Fill STA 269+00, 30' RT of CL
RSF NB Fill STA 269+00, 30' RT of CL
RSF NB Fill STA 269+00, 30' RT of CL
Abbut. #4 RT RT Wingwall BF
Abbut #4 RT RT Wingwall BF
RSF NB Fill STA 269+00, 40' RT of CL
Abbut. 4 RT
Abbut. 4 RT
EL-360 8.3% 8.0% 136.9 134.0 102.2% 90%
EL-363 9.1% 8.0% 127.2 134.0 94.9% 90%
Conform
Conform
Conform
EL-355 9.9% 8.0% 128.6 134.0 96.0% 95% Conform
EL-352 8.7% 8.0% 131.7 134.0 98.3% 95% Conform
EL-366 7.9% 6.0% 128.6 140.0 91.9% 90% Conform
EL-370 6.8% 6.0% 131.6 140.0 94.0% 90% Conform
EL-374 8.3% 6.0% 133.2 140.0 95.1% 90% Conform
EL-357 7.5% 6.0% 135.7 140.0 96.9% 95% Conform
EL-380 7.5% 6.0% 135.9 140.0 97.1% 95% Conform
EL-370 6.4% 6.0% 136.2 140,0 97.3% 95% Conform
EL-362 8.7% 6.0% 135.1 140.0 96.5% 95% Conform
EL-358 7.9% 6.0% 134.8 140.0 96.3% 95% Conform
EL-345 8.3% 6.0% 136.3 140.0 97.4% 95% Conform
EL-348 8.7% 6.0% 133.9 140.0 95.6% 95% Conform
EL-352 7.5% 6.0% 134.8 140.0 96.3% 95% Conform
EL-335 6.8% 6.0% 136.8 140.0 97.7% 95% Conform
EL-337 6.0% 6.0% 136.2 140.0 97.3% 95% Conform
EL-354 8.3% 6.0% 133.9 140.0 95.6% 95% Confonn
EL-339 8.3% 6.0% 136.1 140,0 97.2% 95% Conform
EL-341 7.5% 6.0% 135.3 140.0 96.6% 95% Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
fl II ft ffl il il li fel ik 11 11 fi ffi 11 ffl il 11 ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
#
Sample
#
Test
Date
Tost Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Non-Conform
Test
#
Sample
#
Test
Date
Tost Location Elev. (ft)
Field Opt. Field Max. Obt Req.
Conform
Non-Conform
832 30 12/6/2005 Abbut 1 RT BF EL-344 8.7% 6.0% 135.7 140.0 96.9% 95% Conform 833 30 12/6/2005 Abbut. 1 RT BF EL-346 6.8% 6.0% 135.8 140.0 97.0% 95% Conform 834 30 12/6/2005 Abbut. 1 RT BF EL-348 7.5% 6.0% 134.3 140.0 95.9% 95% Conform 835 30 12/6/2005 Abbut 1 RT BF EL-350 8.7% 6.0% 134.7 140.0 96.2% 95% Conform 836 30 12/6/2005 Abbut. 1 RT BF EL-352 7.9% 6.0% 136.1 140.0 97.2% 95% Conform 837 103 12/7/2005 Abbut. 1 RT, RT Wingwall EL-354 9.1% 7.0% 135.7 140.0 96.9% 95% Conform 838 103 12/7/2005 Abbut. 1 RT, LT Wingwall EL-354 7.1% 7.0% 136.9 140.0 97.8% 95% Conform 839 30 12/8/2005 Abbut. 4 RT LT Wingwall EL-332 8.7% 6.0% 135.9 140.0 97.1% 95% Conform 840 30 12/8/2005 Abbut. 4 RT LT Wingwall EL-334 7.9% 6.0% 135.3 140.0 96.6% 95% Conform
841 30 12/8/2005 Abbut 4 RT LT Wingwall EL-336 7,1% 6.0% 134.9 140.0 96.4% 95% Conform 842 103 12/9/2005 Abbut. 4 RT RT Wingwall EL-343 7.1% 7.0% 136.1 140.0 97.2% 95% Conform 843 103 12/9/2005 Abbut. 1 RT RT Wingwall EL-352 8.3% 7.0% 133.6 140.0 95.4% 95% Conform 844 103 12/9/2005 Abbut 1 RTRT Wingwall EL-354 9.1% 7.0% 133.8 140.0 95.6% 95% Conform 845 103 12/12/2005 RW-2 STA 10+20 EL-345 8.3% 7.0% 132.9 140.0 94.9% 90% Confonn
846 103 12/12/2005 RW-2 STA 11+0-0 EL-342 9.1% 7.0% 132.4 140.0 94.6% 90% Conform 847 103 12/12/2005 RW-2 STA 10+80 EL-344 7.5% 7.0% 131.7 140.0 94.1% 90% Conform 848 103 12/13/2005 RW-2 STA 12+20 EL-334 8.3% 7.0% 132.9 140.0 94.9% 90% Conform 849 103 12/13/2005 RW-2 STA 12+20 EL-336 7.5% 7.0% 132.7 140.0 94.8% 90% Conform 850 103 12/13/2005 RW-2 STA 10+50 EL-346 6.8% 7.0% 131.9 140.0 94.2% 90% Conform 851 103 12/13/2005 RW-2 STA 10+50 EL-348 7.5% 7.0% 129.8 140.0 92.7% 90% Conform
852 103 12/14/2005 RW-2 STA 12+00 EL-338 9.5% 7.0% 129.2 140.0 92.3% 90% Conform 853 104 12/13/2005 RW-2 STA 12+00 EL-340 8.7% 7.0% 130.9 140.0 93.5% 90% Conform 854 104 12/16/2005 RW-2 RT Face STA 10+20 EL-346 8.3% 7.0% 128.6 140.0 91.9% 90% Conform 855 104 12/16/2005 RW-2 RT Face STA 11 +50 EL-340 9,1% 7.0% 128.5 140.0 91.8% 90% Conform 856 30 12/19/2005 Abbut. RT LT Wingwall EL-338 7.1% 6.0% 136.2 140.0 97.3% 95% Conform
857 30 12/19/2005 Abbut RTLT Wingwall EL-340 9.1% 6.0% 134.4 140.0 96.0% 95% Conform 858 30 12/19/2005 Abbut. RT LT Wingwall EL-342 7.5% 6.0% 134.7 140.0 96.2% 95% Confonn
Remarks
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
1^ f| 19 fi ffi 11 ffi 11 fl tl 11 fi fl li 11 11 11 11 Vl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road Nortii, Phase 2
Carlsbad, Califomia
Tost
jji
Sample
Jl
Test
Test Location
Ahhllt DT 1 T \Af!nn>.i-iM
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
859
ff
3D
Dato
i9/iQ/?nnR
Test Location
Ahhllt DT 1 T \Af!nn>.i-iM
Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
860 30 12/20/2005 Abbut 4 RT EL-FSG
861 104 12/20/2005 Abbut 1 RT EL-FSG
862 104 12/20/2005 RW-2 RT Face STA 12+20 EL-334
863 104 12/22/2005 RW-2 LT Face STA 12+00 EL-342
864 104 12/23/2005 RSF NB STA 273+90 75' RT of CL EL-337
865 104 12/23/2005 RSF NB STA 273+80 80 'RT of CL EL-339
866 104 12/23/2005 RSF NB STA 273+85 70 'RT of CL EL-341
867 104 12/23/2005 RSF NB STA 273+95 80'RT of CL EL-343
868 104 12/23/2005 RSF NB STA 273+95 80'RT of CL EL-345
869 30 12/28/2005 RSF NB STA 274+20 80'RT of CL EL-336
870 98 12/28/2005 RSF NB STA 273+95 80'RT of CL EL-338
871 104 1/4/2006 RSF NB STA 267+50 30'RT of CL EL-361
872 104 1/4/2006 RSF NB STA 266+00 30'RT of CL EL-368
873 104 1/4/2006 RSF NB STA 264+50 30'RT of CL EL-375
874 104 1/4/2006 RSF NB STA 263+00 30'RT of CL EL-383
875 104 1/4/2006 RSF NB STA 261+50 30' RTof CL EL-385
876 104 1/4/2006 RSF NB STA 260+00 30' RT of CL EL-400
877 100 1/5/2006 RSF NB STA 275+00 25' RT of CL EL-341
878 104 1/9/2006 RSF NB STA 263+50 60'RT of CL EL-382
879 104 1/9/2006 RSF NB STA 263+00 60'RT of CL EL-384
880 104 1/9/2006 RSF NB STA 266+50 60'RT of CL EL-366
881 104 1/9/2006 RSF NB STA 266+00 60'RT of CL EL-369
882 104 1 /9/2006 RSF NB STA 268+50 65'RT of CL EL-357
883 104 1/10/2006 RSF NB RT Choker STA 261 +50 65'RT of CL EL-392
8.7%
7.5%
8.7%
7.9%
8.3%
7.1%
8.7%
9.1%
8.3%
7.4%
8,5%
8.7%
9.5%
9,9%
8.3%
9.9%
8.3%
11.5%
7.9%
9.1%
8.3%
8.7%
7.9%
8.7%
6.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
6.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
7.0%
9.0%
7.0%
7.0%
7.0%
7.0%
7,0%
7.0%
134,9
134,8
132.1
131.8
135.2
135.7
134.0
134.8
133.8
135.7
128.2
133.7
133.9
134.3
134.8
128.2
134.1
125.6
130.2
131.8
132.1
130.3
134.1
131.4
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140,0
140.0
134.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
884 104 1/11/2006 RSF NB RT Choker STA 259+00 70'RT of CL EL-408 7 1% 7.0% 130.8 140.0
96.4%
96.3%
94.4%
94.1%
96.6%
96.9%
95.7%
96.3%
95.6%
96.9%
95.7%
95.5%
95.6%
95.9%
96.3%
91.6%
95.8%
89,7%
93,0%
94.1%
94.4%
93.1%
95.8%
93.9%
93.4%
95%
95%
90%
90%
95%
95%
95%
90%
90%
95%
95%
95%
95%
95%
95%
90%
90%
90%
90%
90%
90%
90%
95%
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
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
Conform grading
f » r 1 1 fi ft 11 li li 11 fi 11 ii li il 11 ffi li 11 iV
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Caiifomia
Test Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks #
OOC
Date
Test Location Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
130.6 140.0 93.3% 90%
886 104 1/11/2006 RSF NB RT Choker STA 257+50 70'RT of CL EL-417 8.7% 7.0% 133.7 140.0 95.5% 95% Conform
887 104 1/16/2006 RSF STA 274+10 @ CL EL-336 9,1% 7.0% 133.7 140.0 95.5% 95% Conform
888 104 1/16/2006 RSF STA 274+15 @CL EL-338 7.9% 7.0% 135.8 140.0 97.0% 95% Conform
889 104 1/16/2006 RSF STA 274+25 @ CL EL-340 8.7% 7,0% 135.1 140.0 96.5% 95% Conform
890 104 1/16/2006 RSF STA 274+30 @ CL EL-342 8.3% 7,0% 133.9 140.0 95.6% 95% Conform
891 105 1/17/2006 VWD 1 Access Rd STA 250 @ CL EL-331 9.5% 7.5% 131.9 137.0 96.3% 95% Conform 892 104 1/18/2006 RW-2 STA 11+25 EL-347 7.1% 7.6% 133.9 140.0 95.6% 95% Conform 893 104 1/19/2006 Abbut. 1 RT LT Wingwall LT Face EL-343 9.1% 7.0% 134.6 140.0 96.1% 95% Conform 894 104 1/19/2006 Abbut 1 RT LT Wingwall LT Face EL-345 7.9% 7.0% 135.2 140.0 96.6% 95% Conform 895 104 1/19/2006 Abbut. 1 RT & LT Wing Wall BF EL-347 8.7% 7.0% 133.6 140.0 95.4% 95% Conform
896 104 1/19/2006 Abbut. 1 RT & LT Wing Wall BF EL-349 8.3% 7.0% 135.3 140.0 96.6% 95% Conform 897 104 1/19/2006 Abbut. 1 RT & LT Wing Wall BF EL-351 8.3% 7.0% 133.9 140.0 95.6% 95% Conform
898 104 1/25/2006 RSF NB STA 274+00 80'RT of CL EL-337 8.3% 7.0% 133.9 140.0 95.6% 95% Conform
899 104 1/25/2006 RSF NB STA 274+00 80'RT of CL EL-339 9.1% 7.0% 134.2 140.0 95.9% 95% Conform
900 104 1/25/2006 Abbut. 4 RT RT Wingwall RT Face EL-335 7.9% 7.0% 134.2 140.0 95.9% 95% Conform
901 104 1/25/2006 Abbut. 4 RT RT Wingwall RT Face EL-337 8.7% 7.0% 134.9 140.0 96.4% 95% Conform
902 105 1/25/2006 RSF STA 274+10 @ CL EL-344 9.5% 7.5% 130.9 137.0 95.5% 95% Conform
903 105 1/25/2006 RSF STA 274+10 @CL EL-346 10.3% 7.5% 131.7 137.0 96.1% 95% Conform
904 104 1/26/2006 RSF STA 274+00 60'RT of CL EL-341 9.1% 7.0% 133.7 140.0 95.5% 95% Conform
905 105 1/26/2006 RSF STA 273+00 80'RT of CL EL-337 10.3% 7.5% 131.4 137.0 95.9% 95% Conform 906 105 1/26/2006 RSF STA 273+00 80'RT of CL EL-339 9.5% 7.5% 130.9 137.0 95.5% 95% Conform 907 105 1/27/2006 RSF STA 274+00 65' RT of CL EL-343 9.1% 7.5% 134.4 137.0 98.1% 95% Conform 908 104 2/1/2006 RSF STA 270+00 @ CL EL-353 8.7% 7.0% 134.4 140.0 96.0% 95% Conform 909 104 2/1/2006 RSF STA 270+00 @ CL EL-355 8.3% 7.0% 133.6 140.0 95.4% 95% Conform
910 105 2/1/2006 RSF STA 274+25 50'RT of CL EL-345 9.5% 7.5% 131.2 137.0 95.8% 95% Conform
911 98 2/3/2006 RSF NB RT Choker STA 277+25 EL-339 11.1% 9.0% 126.6 132.5 95.5% 95% Conform
Conform grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
I » t li fi fl ffl ffi ft fl II 31 f I 11 11 ffl ffl ffl ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Sanla Fe Road North, Phase 2
Carisbad, California
Test Test Sample Test
# # Oate
912 107 2/9/2006
913 110 2/13/2006
914 104 2/21/2006
915 5 2/22/2006
916 4 2/22/2006
917 5 2/23/2006
918 111 2/24/2006
919 104 2/27/2006
920 104 2/27/2006
921 98 3/3/2006
922 104 3/6/2006
923 111 3/13/2006
924 111 3/15/2006
925 111 3/15/2006
926 111 3/15/2006
927 111 3/15/2006
928 110 3/16/2006
929 110 3/16/2006
930 104 3/16/2006
931 110 3/16/2006
932 111 3/16/2006
933 111 3/17/2006
934 104 3/17/2006
935 104 3/17/2006
936 104 3/17/2006
937 AC 3/24/2006
Test Location Elev. (ft)
Moisture
Field Opt.
Dry Density (pcf)
Field Max.
Relative Comp.
Obt. Req.
Conform
Non-Conform
Remarks
RW-2 Brow Ditch STA 11+50
La Costa Meadows STA 12+00 of CL
RSF NB RT Choker STA 261+50
RSF SB STA 282+75 30'LT of CL
RSF SB STA 283+75 45'LT of CL
VWD-1 Access RD STA 2+75
RSF SB STA 283+25 30'LT of CL
RSF STA 261+50 Median
RSF STA 259+00 Median
La Costa Meadows STA 11 +45 15' LT of CL
San Elijo STA 99+00 RT Choker
VWD-1 Access Rd STA 2+50 @ CL
VWD-1 Access Rd STA 3+15
VWD-1 Access Rd STA 3+16
VWD-1 Access Rd STA 3+15
VWD-1 Access Rd STA 3+15
RSF STA 275+00 85'RT of CL
La Costa Meadows STA 11+50 20'RT of CL
RSF STA 255+00 35'RT of CL
La Costa Meadows STA 10+50 @ CL
RSF SB STA 283+25 30'LT of CL
VWD-1 Access Rd STA 3+05 @ CL
RSF STA 257+75 RT of CL
RSF STA 258+75 RT CG
RSF STA 259+75 RTofCL
Melrose SB Inside Strip STA 209+50
EL-FGG
EL-339
EL-394
EL-SG
EL-SG
EL-SG
EL-7BG
EL-SG
EL-SG
EL-338
7.5%
9.1%
9.1%
7.9%
10.3%
7.9%
13.2%
5.6%
6.8%
11.1%
6.5%
7.0%
8.5%
8.5%
8.5%
7.0%
12.0%
7.0%
7.0%
9.0%
127.3
129.1
127.3
131.2
126,0
134.0
115.5
133.0
134.6
122.3
133.5
136.0
140.0
137.5
131.0
137.5
118,5
140.0
140.0
132.5
95.4%
94.9%
90.9%
95.4%
96.2%
97.5%
97.5%
95.0%
96.1%
92.3%
95%
95%
90%
95%
95%
95%
95%
95%
95%
90%
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
EL-422 8.7% 7.0% 134.3 140.0 95.9% 95% Confomi grading
EL-7" 13.2% 12.0% 116.2 118.5 98.1% 95% Conform grading
Below
grading
EL-327 13.2% 12.0% 113.5 118.5 95.8% 95% Conform grading
EL-327 12.7% 12.0% 115.1 118.5 97.1% 95% Conform grading
EL-328 13.6% 12.0% 113.9 118.5 96.1% 95% Conform grading
EL-328 12.4% 12.0% 114.0 118.5 96.2% 95% Conform grading
EL-340 10.3% 7.0% 128.8 136.0 94.7% 90% Conform grading
EL-340 9.5% 7.0% 127.4 136.0 93.7% 90% Conform grading
EL-426 9.1% 7.0% 135.2 140.0 96.6% 90% Conform grading
EL-342 9.9% 7.0% 128.2 136.0 94.3% 90% Confomi grading
EL-BG 13.2% 12.0% 115.5 118.5 97.5% 95% Conform grading
EL-BG 12.7% 12.0% 136.7 118.5 115.4% 95% Conform grading
EL-SG 9.1% 7.0% 134.6 140.0 96.1% 95% Confomi grading
EL-SG 8.3% 7.0% 134.6 140.0 96.1% 95% Conform grading
EL-SG 7.9% 7.0% 136.5 140.0 97.5% 95% Conform grading
AC Grade 142.3 149.1 95.4% 95% Conform grading
fl f» li ffi fi 11 fi II 11 II I I II fl 11 fl ii ii 11 il
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name;
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Confonn
Remarks # #
AP
Date
"i/OA/onnfi
Test Location Elev. (ft)
Field Opt. Field Max. Obt Req. Non-Conform
Remarks
939 AC 3/24/2006 Melrose SB Inside Strip STA 214+00 AC Grade
940 AC 3/24/2006 Melrose 2nd Inside STA 211+00 AC Grade
941 AC 3/24/2006 Melrose 2nd Inside STA 213+00 ACGrade
942 AC 3/24/2006 Melrose SB Center Strip STA 210+50 ACGrade
943 AC 3/24/2006 Melrose SB Center Strip STA 213+50 AC Grade
944 AC 3/24/2006 Corintia RT Strip STA 11 +50 AC Grade
945 AC 3/24/2006 Corintia Center Strip STA 11+75 ACGrade
946 AC 3/24/2006 RSF SB Inside Strip STA 283+75 AC Grade
947 AC 3/24/2006 RSF SB Center Strip STA STA 283+25 AC Grade
948 AC 3/24/2006 RSF SB Outskle Strip STA 282+75 AC Grade
949 AC 3/24/2006 VWD-7 Access Rd LT Strip STA 2+00 AC Grade
950 AC 3/24/2006 VWD-7 Access Rd RT Strip STA 2+50 AC Grade
951 AC 3/24/2006 Melrose SB Outside Strip STA 14+50 AC Grade
952 AC 3/24/2006 Melrose SB Outside Strip STA 12+00 AC Grade
953 AC 3/24/2006 Corintia LT Strip STA 11+00 ACGrade
954 AC 3/24/2006 Corintia Center Strip STA 12+00 AC Grade
955 AC 3/24/2006 Corintia RT Strip STA 11+50 ACGrade
956 AC 3/24/2006 Melrose SB Outside Strip STA 209+00 AC Grade
957 AC 3/24/2006 SDG&E Pothote RSF SB ACGrade
958 AC 3/24/2006 RSF SB Outside Strip 283+75 ACGrade
959 AC 3/24/2006 RSF SB Center Strip 282+75 ACGrade
960 AC 3/24/2006 RSF SB Inside Strip 283+25 AC Grade
961 AC 3/24/2006 RSF SB Inside Strip 283+75 ACGrade
962 AC 3/24/2006 RSF SB Center Strip 283+50 AC Grade
963 AC 3/24/2006 RSF SB Outside Strip 282+75 ACGrade
141.9
143.6
144.5
142.8
141.5
145.0
143.6
144.5
145.6
142.9
144.8
143.0
145.2
143.9
144.6
142.3
146.0
143.7
145.5
144.2
141.6
145.8
140.9
143,7
145.0
149.1
149.1
149.1
149.1
149.1
148.3
148.3
148.3
148.3
148.3
149.1
149.1
149,1
149,1
149,1
149,1
149.1
149.1
149.1
149.1
149.1
149.1
149.1
149.1
149 1
95.2%
96.3%
96.9%
95.8%
94.9%
97.8%
96,8%
97,4%
98.2%
96.4%
97.1%
95.9%
97.4%
96.5%
97.0%
95.4%
97.9%
96.4%
97.6%
96.7%
95.0%
97.8%
94.5%
96.4%
97.3%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
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
Confomi
Conform
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
f) I? i % ffi li li 11 fl fl il II ii ffl ffl ffl ffl fl fl 11
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad. Califomia
Test Sample Test
Test Location
DCC CD rtiiteiWa C*nn oooj.nn
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks #
QRA
#
AP
Date
Test Location
DCC CD rtiiteiWa C*nn oooj.nn
Elev. (ft)
Field Opt. Fiold 1 Max. Obt. Req. Non-Conform
Remarks
965 51 4/7/2006 La Costa Meadows STA 11 +40 20' RT of CL EL-340 9.5% 7.0% 128.5 135.0 95.2%
95%
95%
f *
966 4 4/12/2006 RSF NB STA 274+75 RT Choker EL-343 10.3% 8.5% 124.5 131.0 95.0% 95%
967 4 4/12/2006 La Costa Meadows STA 10+80 LT Choker EL-341 9.5% 8.5% 126.8 131.0 96.8% 95% 968 104 4/13/2006 RSF NB STA 261+25 30'RT of CL EL-392 8.7% 7.0% 134.4 140.0 96.0% 90%
969 104 4/13/2006 RSF NB STA 262+75 45'RT of CL EL-384 7.5% 7.0% 135.3 140.0 96.6% 90%
970 104 4/13/2006 RSF NB STA 264+75 25'RT of CL EL-373 8.3% 7.0% 135.6 140.0 96.9% 90% 971 104 4/13/2006 RSF NB STA 266+25 40'RT of CL EL-366 8.7% 7.0% 136.2 140.0 97.3% 90%
972 104 4/13/2006 RSF NB STA 268+00 40'RT of CL EL-356 7.1% 7.0% 135.7 140,0 96.9% 90% 973 104 4/13/2006 RSF NB STA 268+75 25'RT of CL EL-356 9.1% 7.0% 134.6 140.0 96.1% 90% 974 104 4/13/2006 RSF NB STA 266+75 25'RT of CL EL-364 7.5% 7.0% 134.4 140.0 96.0% 95%
975 104 4/13/2006 RSF NB STA 265+00 25'RT of CL EL-371 8.7% 7.0% 134.0 140.0 95.7% 95% 976 104 4/13/2006 RSF NB STA 263+00 25'RT of CL EL-383 9.1% 7.0% 134.2 140.0 95.9% 95%
977 104 4/13/2006 RSF NB STA 261+50 25'RT of CL EL-391 8.3% 7.0% 136.3 140.0 97.4% 95%
978 104 4/14/2006 RSF NB STA 264+50 RT CG EL-SG 8.3% 7.0% 135.7 140.0 96.9% 95% 979 104 4/14/2006 RSF NB STA 262+50 30'RT of CL EL-SG 7.9% 7.0% 135.7 140.0 96.9% 95%
980 104 4/14/2006 RSF NB STA 263+00 RT CG EL-SG 8.7% 7.0% 133.9 140.0 95.6% 95%
981 104 4/14/2006 RSF NB STA 263+50 40'RT of CL EL-SG 9.1% 7.0% 134.3 140,0 95.9% 95% 982 104 4/17/2006 RSF NB STA 264+50 RT CG EL-SG 8.7% 7.0% 134.4 140,0 96.0% 95%
983 104 4/17/2006 RSF NB STA 265+00 45'RT of CL EL-SG 8.3% 7.0% 134.2 140.0 95.9% 95% 984 104 4/17/2006 RSF NB STA 266+00 RT CG EL-SG 7.5% 7.0% 134.7 140.0 96.2% 95%
985 104 4/17/2006 RSF NB STA 266+50 40'RT of CL EL-SG 9.1% 7.0% 136.5 140.0 97.5% 95% 986 104 4/17/2006 RSF NB STA 267+50 RT CG EL-SG 7.5% 7.0% 134.1 140,0 95.8% 95% 987 104 4/17/2006 RSF NB STA 268+00 LT CG EL-SG 8,7% 7.0% 135.7 140.0 96.9% 95%
988 104 4/17/2006 RSF NB STA 269+00 40'RT of CL EL-SG 7.9% 7.0% 136.1 140.0 97.2% 95% 989 120 4/17/2006 RSF NB STA 269+00 40'RT of CL EL-SG 7.5% 6.5% 133.2 137.5 96,9% 95% 990 120 4/17/2006 RSF NB STA 269+00 40'RT of CL EL-SG 7.1% 6.5% 131.4 137.5 95.6% 95%
f 1 1 i f 1 1 1 1 i f 1 1 1 1 1 t 1 t i 1 i i 1
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
Iiiiiiiiii
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad. California
Test Sample Tost
Test Location
DCC MD CTA oarij_nii Amw^-r _c i^i
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks #
QQ1
# Date
Test Location
DCC MD CTA oarij_nii Amw^-r _c i^i
Elev. (ft)
Field Opt. Field j Max. Obt Req. Non-Conform
Remarks
992 120 4/17/2006 RSF NB STA 269+00 40'RT of CL
993 120 4/17/2006 RSF NB STA 269+00 40'RT of CL
994 120 4/18/2006 RSF NB STA 264+00 RT of CL
995 120 4/18/2006 RSF NB STA 266+00 RT of CL
996 120 4/18/2006 RSF NB STA 268+00 RT of CL
997 120 4/18/2006 RSF NB STA 268+00 LT of CL
998 104 4/19/2006 RSF NB STA 255+40 RT CG
999 104 4/19/2006 San Elijo SB STA 98+77 LT CG
1000 104 4/19/2006 San Elijo SB STA 99+00 10'LT of CL
1001 104 4/19/2006 San Elijo NB STA 99+00 LT CG
1002 104 4/19/2006 RSF NB STA 255+20 10'RT of CL
1003 104 4/19/2006 San Elijo NB STA 99+00 RT CG
1004 104 4/20/2006 San Elijo STA 98+00 @ CL
1005 120 4/20/2006 RSF NB STA 269+00
1006 120 4/21/2006 RSF NB STA 258+50 RT LG
1007 120 4/22/2006 RSF NB STA 260+00 RT LG
1008 120 4/23/2006 RSF NB STA 264+50 RT LG
1 [ ifi r 9 t 1 f i
EL-SG
EL-SG
EL-7"
Below BG
8.3%
7.9%
6.8%
6.5%
6.5%
6.5%
131.3
132.6
132.1
137.5
137.5
137,5
95.5%
96.4%
96.1%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
grading
grading
grading
grading
EL-7" 7.9% 6.5% 131.7 137.5 95.8% 95% Conform grading
Below BG
grading
EL-7" 8.3% 6.5% 132.9 137,5 96.7% 95% Conform grading
Betow BG
grading
EL-7" 6.4% 6.5% 132.3 137,5 96.2% 95% Conform grading Below BG grading
EL-SG 8.7% 7.0% 133.6 140.0 95.4% 95% Conform grading
EL-SG 7.5% 7.0% 133.9 140.0 95.6% 95% Conform grading
EL-SG 8.3% 7.0% 137.5 140.0 98.2% 95% Conform grading
EL-SG 7.9% 7.0% 134.3 140.0 95.9% 95% Conform grading
EL-SG 8.7% 7.0% 134.6 140.0 96.1% 95% Conform grading
EL-SG 7.5% 7.0% 136.2 140.0 97.3% 95% Conform grading
EL-SG 7.1% 6.5% 135.5 140.0 96.8% 95% Confonn grading
EL-7" 7,5% 6.5% 131.3 137,5 95.5% 95% Conform grading
Below BG
grading
EL-BG 8.3% 6.5% 131,4 137.5 95.6% 95% Conform grading
EL-BG 7.1% 6.5% 132.7 137.5 96.5% 95% Confonn grading
EL-BG 7.9% 6.5% 132.6 137.5 96.4% 95% Conform grading
1 1
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test
#
1009
Sample
Jl
Test
Test Location
R.QC MR CTA ORtj-nn DT 1 n
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks
Test
#
1009
ff
i?n
Date
d/?4/9nnR
Test Location
R.QC MR CTA ORtj-nn DT 1 n
Elev. (ft)
Field
ll -#(-1/
Opt. Field Max. Obt. Req. Non-Conform
Remarks
1010 120 4/25/2006 RSF NB STA 264+50 RT LG
1011 120 4/26/2006 RSF NB STA 266+00 RT LG
1012 120 4/27/2006 RSF NB STA 267+50 RT LG
1013 120 4/21/2006 RSF NB STA 269+00 RT CG
1014 120 4/21/2006 RSF NB STA 269+50 RT Median CG
1015 120 4/21/2006 RSF NB STA 268+00 RT Median CG
1016 120 4/21/2006 RSF NB STA 266+50 3'RT of RT Med. FC
1017 120 4/21/2006 RSF NB STA 265+00 3'RT of RT Med. FC
1018 125 4/22/2006 San Elijo STA 98+75 RT Median CG
1019 125 4/22/2006 RSF NB STA 257+50 RT CG
1020
1021
1022
1023
1024
125
125
125
125
125
4/22/2006
4/22/2006
4/22/2006
4/22/2006
4/22/2006
1025 125 4/22/2006
1026 125 4/22/2006
1027 120 4/22/2006
1028 120 4/24/2006
1029 120 4/24/2006
RSF NB STA 255+50 RT CG
RSF NB STA 256+50 30'RT of CL
San Elijo NB STA 99+00 15'RT of CL
San Elijo SB STA 99+00 .5'LT of CL
San Elijo SB STA 99+25 LT of CL
San Elijo NB STA 98+65 RT CG
RSF NB STA 257+50 RT CG
RSF NB STA 263+50 8'RT Median FC
RSF NB STA 262+00 8'RT Median FC
RSF NB STA 260+50 8'RT Median FC
EL-BG
EL-BG
EL-BG
EL-BG
EL-BG
EL-BG
EL-BG
EL-BG
6" Below
BG
7.9%
7.1%
7.5%
6.8%
7.5%
7.9%
6.8%
8.3%
12.4%
6.5%
6.5%
6.5%
6.5%
6.5%
6.5%
6.5%
6.5%
12.5%
133.2
133.1
133.2
134.6
134,3
134.5
133.8
133.7
117.7
137.5
137,5
137.5
137.5
137.5
137.5
137.5
137.5
120.5
96.9%
96.8%
96.9%
97.9%
97.7%
97.8%
97.3%
97.2%
97.7%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
7" Below 13.6% 12.5% 116,9 120.5 97.0% 95% Conform grading
BG
grading
7" Below 12.8% 12.5% 116.8 120.5 96.9% 95% Conform grading
BG
grading
7" Below 12.4% 12.5% 116.3 120.5 96.5% 95% Conform grading
BG
grading
6" Below 13.6% 12.5% 116,6 120.5 96.8% 95% Conform grading
BG
grading
6" Betow 12.4% 12.5% 115.8 120.5 96.1% 95% Conform grading
BG
grading
7" Below 12.8% 12.5% 115.2 120.5 95.6% 95% Conform grading
BG
grading
EL-BG 13.6% 12.5% 115.4 120.5 95.8% 95% Conform grading
EL-BG 12.8% 12.5% 115.2 120.5 95.6% 95% Conform grading
EL-BG 7.5% 6.5% 130.8 137.5 95.1% 95% Conform grading
EL-BG 7.3% 6.5% 132.6 137.5 96.4% 95% Conform grading
EL-BG 7.1% 6.5% 131.6 137.5 95.7% 95% Conform grading
11 II fill li ffl ffl fi fl tl tl li iiil li i»ti 11 11
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Tost Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks #
1030
#
i9n
Date
AJOArynriR
Test Location Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
1031 125 4/24/2006 RSF NB STA 257+50 8'RT Median FC
1032 125 4/24/2006 RSF NB STA 253+50 8'RT Median RT CG
1033 125 4/24/2006 San Elijo SB STA 98+75 LT CG
1034 125 4/24/2006 San Elijo SB STA 98+70 LT Median CG
1035 125 4/24/2006 San Elijo NB STA 99+00 RT Median CG
1036 104 4/24/2006 RSF NB STA 273+75 RT CG
1037 104 4/24/2006 RSF NB STA 275+00 Median RT CG
1038 104 4/24/2006 RSF NB STA 274+50 45'RT of CL
1039 120 4/24/2006 RSF NB STA 273+50 RT CG
1040 120 4/24/2006 RSF NB STA 274+25 Median RT CG
1041 120 4/24/2006 RSF NB STA 274+75 35' RT of CL
1042 120 4/24/2006 RSF NB STA 274+75 35' RT CG
1043 120 4/24/2006 RSF NB STA 274+50 Median RT CG
1044 125 4/26/2006 RSF NB STA 258+00 Bus Tumout
1045 125 4/27/2006 San Elijo SB STA 99+00 10' LT of CL
1046 125 4/28/2006 RSF NB STA 257+50 30' RT of CL
1047 120 4/28/2006 RSF NB STA 259+00 50' RT of CL
1048 120 4/28/2006 RSF NB STA 261 +00 50' RT of CL
1049 120 4/28/2006 RSF NB STA 263+00 45' RT of CL
1050 120 4/28/2006 RSF NB STA 265+00 25' RT of CL
1051 120 4/28/2006 RSF NB STA 267+00 45' RT of CL
1052 120 4/28/2006 RSF NB STA 269+00 30' RT of CL
1053 120 4/28/2006 RSF NB STA 274+50 40' RT of CL
1054 125 4/28/2006 RSF NB STA 255+50 40' RT of CL
EL-BG
EL-BG
EL-BG
EL-BG
BG
SG
SG
SG
7" Below
BG
7" Below
BG
7" Below
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
13.6%
12,4%
13.2%
12.8%
12.8%
8.3%
7.5%
7.9%
8.3%
12.5%
12.5%
12.5%
12.5%
12.5%
6.5%
6.5%
6.5%
6.5%
115.3
117.1
114.5
115.5
115.3
136.1
135.0
135.2
136.2
120.5
120.5
120.5
120.5
120.5
140.0
140.0
140,0
137.5
95.7%
97.2%
95.0%
95.9%
95.7%
97.2%
96.4%
96.6%
99.1%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
8.7% 6.5% 135.1 137.5 98.3% 95% Conform grading
8.3% 6.5% 134.5 137.5 97.8% 95% Conform grading
7.1% 6.5% 133.7 137.5 97.2% 95% Conform grading
7.9% 6.5% 133.7 137.5 97.2% 95% Conform grading
13.6% 12.5% 114.8 120.5 95.3% 95% Conform grading
11.1% 12.5% 115.6 120.5 95.9% 95% Conform grading
13.6% 12.5% 116.0 120.5 96.3% 95% Conform grading
7.1% 6.5% 131.8 137.5 95.9% 95% Conform grading
7.5% 6.5% 132.2 137.5 96.1% 95% Conform grading
7.9% 6.5% 132.4 137.5 96.3% 95% Conform grading
6,8% 6.5% 131.9 137.5 95.9% 95% Confonn grading
8.3% 6.5% 131.9 137.5 95.9% 95% Conform grading
7.9% 6.5% 133.6 137.5 97.2% 95% Conform grading
7.5% 6.5% 132.7 137.5 96.5% 95% Conform grading
13.2% 12.5% 114.8 120.5 95.3% 95% Conform grading
f« fl li 11 fi ffl li fi li I I (I fl ft fi ii il fl 11 ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carisbad, California
Test
JC
Sample
#
Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
Sample
#
Date
Test Location Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
1055
1056
1057
125
125
AC
4/28/2006
4/28/2006
5/1/2006
San Elijo SB STA 99+00 20' LT of CL
San Elijo NB STA 98+75 20' RT of CL
RSF NB Outside Strip STA 273+50
BG
BG
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
12.8%
13.2%
12.5%
12.5%
119.6
116.2
142.8
120.5
120.5
146.8
99.3%
96,4%
97.3%
95%
95%
95%
Conform
Conform
Conform
grading
grading
grading
1058 AC 5/1/2006 RSF NB Outside Strip STA 274+50
BG
BG
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
143.1 146.8 97.5% 95% Conform grading
1059 AC 5/1/2006 RSF NB Center Strip STA 274+00
BG
BG
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
144.5 146.8 98.4% 95% Conform grading
1060 AC 5/1/2006 RSF NB Outside Strip STA 268+50
BG
BG
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
142.5 146.8 97.1% 95% Conform grading
1061 AC 5/1/2006 RSF NB Outside Strip STA 267+00
BG
BG
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
144.0 146.8 98.1% 95% Conform grading
1062 AC 5/1/2006 RSF NB Outside Strip STA 265+50
BG
BG
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
143.6 146.8 97.8% 95% Conform grading
1063 AC 5/1/2006 RSF NB Outside Strip STA 264+00
BG
BG
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
142.5 146,8 97.1% 95% Conform grading
1064 AC 5/1/2006 RSF NB Outside Strip STA 262+50
BG
BG
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
145.0 146.8 98.8% 95% Conform grading
1065 AC 5/1/2006 RSF NB Outside Strip STA 261+00
BG
BG
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
142.9 146.8 97.3% 95% Conform grading
1066 AC 5/1/2006 RSF NB Outside Strip STA 259+50
BG
BG
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
143.1 146.8 97.5% 95% Conform grading
1067 AC 5/1/2006 RSF NB Outside Strip STA 258+00
BG
BG
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
142.7 146.8 97.2% 95% Conform grading
1068 AC 5/1/2006 RSF NB Center Strip STA 274+25
BG
BG
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
143.6 146.8 97.8% 95% Conform grading
1069 AC 5/1/2006 RSF NB Inside Strip STA 274+00 4" Below
AC
145.1 146.8 98.8% 95% Conform grading
f 1 1 1 ff 1 ff 1 ( i 1 i f 1 t 1 1 1 1 1 f V 1 1 f i f lfl flf
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks # # Date
Test Location Elev. (ft)
Field Opt Field Max. Obt. Req. Non-Conform
Remarks
1070 AC 5/1/2006 RSF NB Inside Strip STA 274+50 4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
144.3 146.8 98.3% 95% Conform grading
1071 AC 5/1/2006 RSF NB Center Strip STA 269+00
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
142.0 146.8 96.7% 95% Conform grading
1072 AC 5/1/2006 RSF NB Center Strip STA 267+50
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
145.5 146.8 99.1% 95% Conform grading
1073 AC 5/1/2006 RSF NB Center Strip STA 266+00
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
144.2 146.8 98.2% 95% Conform grading
1074 AC 5/1/2006 RSF NB Center Strip STA 264+50
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
143.8 146.8 98.0% 95% Conform grading
1075 AC 5/1/2006 RSF NB Center Strip STA 263+00
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
143.4 146.8 97.7% 95% Conform grading
1076 AC 5/1/2006 RSF NB Center Strip STA 261+50
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
142.6 146.8 97.1% 95% Conform grading
1077 AC 5/1/2006 RSF NB Center Strip STA 260+00
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
145.0 146.8 98.8% 95% Conform grading
1078 AC 5/1/2006 RSF NB Center Strip STA 258+50
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
144,3 146.8 98.3% 95% Conform grading
1079 AC 5/1/2006 RSF NB Inside Strip STA 268+75
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
142.4 146.8 97,0% 95% Conform grading
1080 AC 5/1/2006 RSF NB Inside Strip STA 267+25
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
143.6 146.8 97.8% 95% Conform grading
1081 AC 5/1/2006 RSF NB Inside Strip STA 265+75
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
143.1 146.8 97.5% 95% Conform grading
1082 AC 5/1/2006 RSF NB Inside Strip STA 264+25
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
144.0 146.8 98.1% 95% Conform grading
1083 AC 5/1/2006 RSF NB Inside Strip STA 262+75
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
142.8 146.8 97.3% 95% Conform grading
1084 AC 5/1/2006 RSF NB Inside Strip STA 261+25 4" Below
AC
144.3 146.8 98.3% 95% Conform grading
fl II II fi fi fi 11 11 f I i 1 11 tl fi fi fi fl fl il
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carisbad, California
Test
#
Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks
Test
# # Date
Test Location Elev. (ft)
Field Opt. Field Max. Obt Req. Non-Conform
Remarks
1085 AC 5/1/2006 RSF NB Inside Strip STA 259+75 4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade
143.0 146.8 97.4% 95% Conform grading
1086 AC 5/1/2006 RSF NB Inside Strip STA 258+25
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade
142.5 146.8 97.1% 95% Conform grading
1087 AC 5/1/2006 RSF NB Inside Strip STA 256+75
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade
144.2 146,8 98,2% 95% Conform grading
1088 AC 5/1/2006 RSF NB Inside Strip STA 255+25
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade
145.0 146.8 98.8% 95% Conform grading
1089 AC 5/1/2006 San Elijo SB Outside Strip STA 98+00
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade
142.9 146.8 97.3% 95% Conform grading
1090 AC 5/1/2006 San Elijo SB Outside Strip STA 99+00
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade
144.6 146.8 98.5% 95% Conform grading
1091 AC 5/1/2006 San Elijo SB Inside Strip STA 98+75
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade
143.3 146.8 97.6% 95% Conform grading
1092 AC 5/1/2006 San Elijo SB Inside Strip STA 98+00
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade
146.0 146.8 99.5% 95% Conform grading
1093 AC 5/1/2006 San Elijo SB Inside Strip STA 99+00
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade
144.5 146.8 98.4% 95% Confomn grading
1094 AC 5/1/2006 San Elijo SB Outside Strip STA 98+75
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade
143.2 146.8 97.5% 95% Conform grading
1095 AC 5/1/2006 RSF NB Outside Strip STA 273+45
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade
142.2 144.1 98.7% 95% Conform grading
1096 AC 5/1/2006 RSF NB Outside Strip STA 274+25
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade
143.5 144.1 99.6% 95% Conform grading
1097 AC 5/1/2006 RSF NB Center Strip STA 274+00
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade
143.9 144.1 99.9% 95% Conform grading
1098 AC 5/1/2006 RSF NB Inside Strip STA 274+00
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade
144.6 144.1 100.3% 95% Conform grading
1099 AC 5/1/2006 RSF NB Inside Strip STA 268+00
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Betow
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
AC-Grade 143.6 144.1 9g7% 95% Conform grading
i 1 flll 1 1 f 1 f 1 1 9 f i 1 1 f • f 1 f 1 f 1 ff iffl ff 1 ff
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name;
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad. Califomia
Test
Jf
Sample
Jl
Test
Tost Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
1100
ff
AC
Date
*i/i/?nnR
Tost Location Elev. (ft)
Field Opt. Field 1 Max. Obt. Req. Non-Conform
Remarks
1101 AC 5/1/2006 RSF NB Inside Strip STA 265+00 AC Grade
1102 AC 5/1/2006 RSF NB Inside Strip STA 263+50 AC Grade
1103 AC 5/1/2006 RSF NB Inside Strip STA 263+00 AC Grade
1104 AC 5/1/2006 RSF NB Inside Strip STA 261+50 ACGrade
1105 AC 5/1/2006 RSF NB Inside Strip STA260+00 ACGrade
1106 AC 5/1/2006 RSF NB Inside Strip STA 258+50 AC Grade
1107 AC 5/1/2006 RSF NB Inside Strip STA257+00 ACGrade
1108 126 5/1/2006 La Costa Meadows STA 11+15 341
1109 126 5/1 /2006 La Costa Meadows STA 11 +00 343
1110 AC 5/2/2006 RSF NB Inside Strip STA 237+50 ACGrade
1111 AC 5/2/2006 RSF NB Outside Strip STA 256+00 ACGrade
1112 AC 5/2/2006 San Elijo SB Outside Strip STA 98+50 ACGrade
1113 AC 5/2/2006 San Elijo NB Inside Strip STA 99+00 AC Grade
1114 AC 5/2/2006 San Elijo NB Inside Strip STA98+76 ACGrade
1115 AC 5/2/2006 San Elijo NB Outside Strip STA 99+77 ACGrade
1116 AC 5/2/2006 RSF NB Outside Strip STA 257+50 AC Grade
1117 AC 5/2/2006 RSF NB Outside Strip STA 259+00 AC Grade
1118 AC 5/2/2006 RSF NB Outside Strip STA 260+50 ACGrade
1119 AC 5/2/2006 RSF NB Outside Strip STA 262+00 AC Grade
1120 AC 5/2/2006 RSF NB Outside Strip STA 263+50 ACGrade
1121 AC 5/2/2006 RSF NB Outside Strip STA 265+00 AC Grade
1122 AC 5/2/2006 RSF NB Outside Strip STA 266+50 AC Grade
1123 AC 5/2/2006 RSF NB Outside Strip STA 268+00 AC Grade
1124 AC 5/2/2006 RSF NB Center Strip STA 255+75 AC Grade
1125 AC 5/2/2006 RSF NB Center Strip STA 257+25 ACGrade
10.3%
9.1%
8.0%
8.0%
142.7
141.8
144.0
142.3
144.6
145.0
143.1
126.7
126.9
141.9
142.6
143.0
141.5
144.2
143.3
142.0
143.5
143.9
142.4
142.8
141.7
142.5
142.9
140.9
143.5
144.1
144.1
144.1
144.1
144.1
144.1
144.1
133.5
133.5
143.7
143.7
143.7
143.7
143.7
143.7
143.7
143.7
143.7
143.7
143.7
143.7
143.7
143.7
143.7
143.7
99.0%
98.4%
99.9%
98.8%
100.3%
100.6%
99.3%
94.9%
95.1%
98.7%
99.2%
99.5%
98.5%
100.3%
99.7%
98.8%
99.9%
100.1%
99.1%
99.4%
98.6%
99.2%
99.4%
98.1%
99.9%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
[ I fl fl fl fl fl fi ti 11 fi fl fi ffi ffi ffl ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name;
Location;
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test Sample Test
Test Localion
DCC hID r^AHlA. Cli»_ f-TA OEO.-ir
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks #
119R
#
AP
Date
Test Localion
DCC hID r^AHlA. Cli»_ f-TA OEO.-ir
Elev. (ft)
Field Opt. Fiold Max. Obt Req. Non-Conform
Remarks
1127 AC 5/2/2006 RSF NB Center Strip STA 260+25 AC Grade
1128 AC 5/2/2006 RSF NB Center Strip STA 261 +75 AC Grade
1129 AC 5/2/2006 RSF NB Center Strip STA 263+25 AC Grade
1130 AC 5/2/2006 RSF NB Center Strip STA 264+75 AC Grade
1131 AC 5/2/2006 RSF NB Center Strip STA 266+25 ACGrade
1132 AC 5/2/2006 RSF NB Center Strip STA 267+75 AC Grade
1133 AC 5/2/2006 RSF NB Center Strip STA 268+73 AC Grade
1134 126 5/2/2006 La Costa Meadows STA 11+50 LT Choker 340
1135 126 5/2/2006 La Costa Meadows STA 11+25 LT Choker 342
1136 127 5/3/2006 VWD-2 Access RD STA 10+65 352 10.3% 8.5%
1137 127 5/3/2006 VWD-2 Access RD STA 10+75 354 9.9% 8.5%
1138 127 5/3/2006 VWD-2 Access RD STA 10+90 356 10.7% 8.5%
1139 110 5/4/2006 VWD-2 Access RD STA 11 +50 @ CL 359 9.1 % 7.0%
1140 110 5/4/2006 RSF NB RT 2:1 Slope STA 269+25 351 9.5% 7.0%
1141 110 5/4/2006 RSF NBRT 2:1 Slope STA 269+25 353 7.9% 7.0%
1142 110 5/4/2006 RSF NB RT 2:1 Slope STA 269+25 355 8.3% 7.0%
1143 110 5/4/2006 VWD-2 Access Rd. STA 13+00 @ CL 353 8.7% 7.0%
1144 126 5/8/2006 La Costa Meadows STA 11+75 LT Choker 341 9.5% 8.0%
1145 127 5/9/2006 La Costa Meadows STA 11+75 RT Choker 340 9.1% 8.0%
1146 126 5/15/2006 RSF STA 277+50 Median Choker 339 9.9% 8.0%
1147 126 5/16/2006 RSF STA 275+50 Median Choker 343 8.7% 8.0%
1148 104 5/16/2006 RSF NB STA 265+50 RT Sidewalk FSG 8.7% 6.0%
1149 104 5/16/2006 RSF NB STA 267+50 RT Sidewalk FSG 7.9% 6.0%
1150 126 5/17/2006 RSF NB STA 283+00 RT CG SG 9.1 % 8.0%
1151 126 5/17/2006 RSF NB STA 283+00 20' RT of CL SG 8.7% 8.0%
1152 126 5/17/2006 RSF NB STA 282+00 40'RT of CL SG 8.3% 8.0%
142.5
143.8
144.2
145.0
141.6
142.4
142.0
125.2
125.9
127.7
128.6
128.5
128.0
130.8
132.2
131.0
131.7
128.3
127.8
129.4
130.7
134.8
135.1
127.5
130.2
129.8
143.7
143.7
143.7
143.7
143.7
143.7
143.7
133.5
133.5
135.0
135,0
135.0
136.0
136.0
136.0
136.0
136.0
133.5
133.5
133.5
133.5
140.0
140.0
133.5
133.5
133.5
99.2%
100.1%
100.3%
100.9%
98.5%
99.1%
98.8%
93.8%
94.3%
94.6%
95.3%
95.2%
94.1%
96.2%
97.2%
96.3%
96.8%
96.1%
95.7%
96.9%
97.9%
96.3%
96.5%
95.5%
97,5%
97.2%
95%
95%
95%
95%
95%
95%
95%
95%
90%
90%
95%
95%
95%
90%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
fffiffiffiflflfll II fl fi 11 ffl ffl ffl ffl ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
JC
Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff #
i9n
Date
Test Location Elev. (ft)
Field 1 Opt. Fieid Max. Obt. Req. Non-Conform
Remarks
1154 104 5/17/2006 RSF NB STA 275+50 Median RT CG
1155 104 5/17/2006 RSF NB STA 277+50 Median RT CG
1156 104 5/17/2006 RSF NB STA 276+00 Median RT CG
1157 104 5/17/2006 RSF NB STA 277+50 RT CG
1158 104 5/17/2006 RSF NB STA 276+50 40'RT of CL
1159 104 5/17/2006 RSF NB STA 275+00 30' RT of CL
1160 126 5/17/2006 RSF NB STA 279+00 RT CG
1161 126 5/17/2006 RSF NB STA 280+50 RT CG
1162 126 5/18/2006 RSF NB STA 278+00 20' RT of CL
1163 98 5/18/2006 La Costa Meadows STA 12+00 RT CG
1164 105 5/18/2006 La Costa Meadows STA 11+75 @ CL
1165 105 5/18/2006 La Costa Meadows STA 12+00 LT CG
1166 126 5/18/2006 RSF NB STA 280+50' RT of CL
1167 135 5/18/2006 La Costa Meadows STA 13+00 RT CG
1168 135 5/18/2006 La Costa Meadows STA 11+50 @ CL
1169 135 5/18/2006 La Costa Meadows STA 11 +75 LT CG
1170 138 5/18/2006 RSF NB STA 276+00 Median RT CG
1171 138 5/18/2006 RSF NB STA 277+50 Median RT CG
1172 138 5/18/2006 RSF NB STA 279+50 Median RT CG
1173 135 5/18/2006 RSF NB STA 275+50 40'RT of CL
SG
SG
SG
SG
SG
SG
SG
SG
SG
SG
SG
SG
SG
6" Below
BG
6" Below
BG
6" Below
BG
6" Below
BG
6" Below
BG
6" Below
BG
6" Below
BG
7.5%
8.3%
6.8%
7.5%
8.3%
8.7%
10.7%
8.3%
9.1%
9.5%
8.3%
8.7%
8.7%
9.1%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
8.0%
8.0%
8.0%
9.0%
7.5%
7.5%
8.0%
8.0%
9.5% 8.0%
8.7% 8.0%
9.1% 8.5%
9.5% 8.5%
9,9% 8,5%
10.3% 8.0%
136.3
134.5
133.8
135,9
134.4
134.3
128,5
129.7
128.4
126.3
131.0
131.6
129.6
124.2
123.8
124.1
124.2
123.1
125.4
122.3
140.0
140.0
140.0
140.0
140.0
140.0
133.5
133.5
133.5
132.5
137.0
137.0
133.5
128,0
128.0
128.0
129.0
129.0
129.0
128.0
97.4%
96.1%
95.6%
97.1%
96.0%
95.9%
96.3%
97.2%
96.2%
95.3%
95.6%
96.1%
97.1%
97.0%
96.7%
97.0%
96.3%
95.4%
97.2%
95.5%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
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
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
Ci fi fi 11 fi 11 llli fill fflffl ffl ffl fl fill
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS
65808
Rancho Santa Fe Road North, Phase 2
Carisbad. Califomia
Test Sampie Test
Test Lcx:atlon Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Confonn
Remarks # # Oate
Test Lcx:atlon Elev. (ft)
Fiold Opt Field Max. Obt. Req. Non-Conform
Remarks
1175 138 5/18/2006 RSF NB STA 277+50 RT CG
1176 138 5/18/2006 RSF NB STA 280+50 RT CG
1177 138 5/18/2006 RSF NB STA 282+00 RT CG
1178 138 5/18/2006 RSF NB STA 283+50 RT CG
1179 138 5/18/2006 RSF NB STA 283+00 20'RT of CL
1180 138 5/18/2006 RSF NB STA 280+00 30'RT of CL
1181 138 5/18/2006 RSF NB STA 278+50 40' RT of CL
1182 135 5/19/2006 La Costa Meadows STA 12+25 RT CG
1183 135 5/19/2006 La Costa Meadows STA 12+00 LT CG
1184 135 5/19/2006 RSF NB STA 275+50 RT CG
1185 137 5/19/2006 RSF NB STA 276+00 RT CG
1186 137 5/19/2006 RSF NB STA 277+00 Median
1187 137 5/19/2006 RSF NB STA 277+50 Median
1188 137 5/19/2006 RSF NB STA 279+00 Median
1189 137 5/19/2006 RSF NB STA 280+50 RT CG
1190 137 5/19/2006 RSF NB STA 282+00 RT CG
1191 137 5/19/2006 RSF NB STA 283+50 RT CG
1192 137 5/22/2006 RSF NB STA 277+25 Bus Tumout
1193 135 5/22/2006 RSF NB STA 254+50 RT CG
1194 135 5/22/2006 RSF NB STA 253+00 RT CG
6' Below
BG
9.9% 8.5% 125.2 129.0 97.1% 95% Conform grading
6' Below
BG
8.7% 8.5% 125.0 129.0 96,9% 95% Conform grading
6' Betow
BG
9.1% 8.5% 125.4 129.0 97.2% 95% Conform grading
6' Below
BG
10.3% 8.5% 123.1 129.0 95.4% 95% Conform grading
6' Below
BG
9.9% 8.5% 124.3 129.0 96.4% 95% Conform grading
6' Below
BG
9.1% 8.5% 125.8 129.0 97.5% 95% Conform grading
6' Below
BG
10.3% 8.5% 123.3 129.0 95.6% 95% Conform grading
6' Betow
BG
8.7% 8.5% 124.1 129.0 96.2% 95% Conform grading
BG 9.1% 8.0% 124.2 128,0 97.0% 95% Conform grading
BG 9,9% 8.0% 122.3 128.0 95.5% 95% Conform grading
BG 8,7% 8.0% 122.8 128.0 95.9% 95% Conform grading
BG 10.3% 8.5% 123.6 129.5 95.4% 95% Conform grading
BG 9.5% 8.5% 125.0 129.5 96.5% 95% Conform grading
BG 8.7% 8.5% 125.8 129.5 97.1% 95% Conform grading
BG 9.1% 8.5% 124.6 129.5 96.2% 95% Conform grading
BG 9.9% 8.5% 124.9 129.5 96.4% 95% Conform grading
BG 9.5% 8.5% 124.1 129.5 95.8% 95% Conform grading
BG 8.7% 8.5% 125.8 129.5 97.1% 95% Conform grading
BG 8.7% 8.5% 125.2 129.5 96.7% 95% Conform grading
BG 9.9% 8.0% 123.0 128.0 96.1% 95% Conform grading
BG 9.1% 8.0% 122.3 128.0 95.5% 95% Conform grading
f 1 1 1 i 1 f 1 f 1 f 1 ff Iffl ff 1 f 1
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test
Jl
Sample Test
Test Locsation Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks #
11QR
#
177
Date
Test Locsation Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
1196 135 5/24/2006 Driveway 164 S RSF
1197 135 5/24/2006 RSF NB STA 253+00 30' RT of CL
1198 135 5/24/2006 RSF NB STA 253+50 30' RT of CL
1199 135 5/24/2006 RSF NB STA 252+50 45' RT of CL
1200 137 5/25/2006 RSF NB STA 282+50 40' RT of CL
1201 137 5/25/2006 RSF NB STA 284+00 20'RT of CL
1202 137 5/25/2006 RSF NB STA 281+00 15'RTofCL
1203 137 5/25/2006 RSF NB STA 279+50 35' RT of CL
1204 137 5/26/2006 RSF NB STA 278+00 @ CL
1205 137 5/26/2006 RSF NB STA 276+50 40'RT of CL
1206 135 5/26/2006 La Costa Meadows STA 10+50 @ CL
1207 135 5/26/2006 La Costa Meadows STA 12+00 10'LT of CL
1208 135 5/26/2006 La Costa Meadows STA 12+75 10' RT of CL
1209 AC 5/30/2006 RSF NB Inside Strip STA 253+25
1210 AC 5/30/2006 RSF NB Inside Strip STA 253+26
1211 AC 5/30/2006 RSF NB Inside Strip STA 251+75
1212 AC 5/30/2006 RSF NB Center Strip STA 254+00
1213 AC 5/30/2006 RSF NB Center Strip STA 252+50
1214 AC 5/30/2006 RSF NB Outside Strip STA 252+00
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
9.9%
8.7%
10.7%
9.5%
10.3%
8.7%
9.1%
9.5%
9.1%
10.3%
9.9%
10.3%
8.0%
8.0%
8.0%
8.0%
8.5%
8.5%
8.5%
8.5%
8,5%
8.5%
8.0%
8.0%
122.2
123.1
123.4
124.3
127.7
128.3
127.7
128.7
126.9
125.4
123.9
124.2
128.0
128.0
128.0
128.0
129.5
129.5
129.5
129,5
129,5
129.5
128.0
128.0
95.5%
96.2%
96,4%
97,1%
98.6%
99.1%
98.6%
99.4%
98.0%
96.8%
96.8%
97.0%
9.5% 8.0% 123.5 128.0 96.5%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
141.6 144.8 97,8% 95%
144.9 144.8 100.1% 95%
142.3 144.8 98.3% 95%
141.9 144.8 98.0% 95%
139.8 144.8 96.5% 95%
143.0 144.8 98.8% 95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
ri 11 ffl fi ffl fl II I I fi fl fl il ft fl fl fl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks # # Date
Test Location Elev. (ft)
Field Opt. Field Max. Obt. Roq. Non-Conform
Remarks
1215 AC 5/30/2006 RSF NB Outside Strip STA 253+00 2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
144.1 144.8 99.5% 95% Conform grading
1216 AC 5/30/2006 RSF NB Inside Strip STA 275+00
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
143.9 144.8 99.4% 95% Conform grading
1217 AC 5/30/2006 RSF NB Inside Strip STA 276+50
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
141.3 144.8 97.6% 95% Conform grading
1218 AC 5/30/2006 RSF NB Inside Strip STA 278+00
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
140.8 144.8 97.2% 95% Conform grading
1219 AC 5/30/2006 RSF NB Inside Strip STA 279+50
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
139.0 144.8 96.0% 95% Conform grading
1220 AC 5/30/2006 RSF NB Inside Strip STA 281+00
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
142.7 144,8 98.5% 95% Conform grading
1221 AC 5/30/2006 RSF NB Inside Strip STA 282+50
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
143.5 144.8 99.1% 95% Conform grading
1222 AC 5/30/2006 RSF NB Inside Strip STA 284+00
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
144.6 144.8 99.9% 95% Confonn grading
1223 AC 5/30/2006 RSF NB Inside Center Strip STA 275+75
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
141.0 144.8 97.4% 95% Conform grading
1224 AC 5/30/2006 RSF NB Inside Center Strip STA 277+25
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
142.5 144.8 98.4% 95% Conform grading
1225 AC 5/30/2006 RSF NB Inside Center Strip STA 278+75
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
141.5 144.8 97.7% 95% Conform grading
1226 AC 5/30/2006 RSF NB Inside Center Strip STA 280+25
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
144.6 144.8 99.9% 95% Conform grading
1227 AC 5/30/2006 RSF NB Inside Center Strip STA 281+75
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
143.3 144.8 99.0% 95% Conform grading
1228 AC 5/30/2006 RSF NB Inside Center Strip STA 283+25
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
141.9 144.8 98.0% 95% Conform grading
1229 AC 5/30/2006 RSF NB Outside Center Strip STA 283+75
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2"-Below
AC
145.0 144.8 100.1% 95% Conform grading
£ 9 f f fi fi ffi fi f 1 1 1 1 1 1 1 ! 1 f i f 1 f i fii
Contract Number:
Project Name:
Location;
TABLE 3
REPORT OF FIELD DENSITY TESTS
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad. Califomia
Tost
JC
Sample Test
Test Locatton Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
i!?!in
#
AP.
Date
nnnnnnet
Test Locatton Elev. (ft)
Fleld Opt. Field Max. Obt. Req. Non-Conform
Remarks
1231 AC 5/30/2006 RSF NB Outside Center Strip STA 280+75
1232 AC 5/30/2006 RSF NB Outside Center Strip STA 279+25
1233 AC 5/30/2006 RSF NB Outside Center Strip STA 277+75
1234 AC 5/30/2006 RSF NB Outside Center Strip STA 276+25
1235 AC 5/30/2006 RSF NB Outside Strip STA 275+50
1236 AC 5/30/2006 RSF NB Outside Strip STA 277+00
1237 AC 5/30/2006 RSF NB Outside Strip STA 278+50
1238 AC 5/30/2006 RSF NB Outside Strip STA 280+00
1239 AC 5/30/2006 RSF NB Outside Strip STA 281+50
1240 AC 5/30/2006 RSF NB Outside Strip STA 283+00
1241 AC 5/30/2006 La Costa Meadows RT Strip STA 11+00
1242 AC 5/30/2006 La Costa Meadows RT Strip STA 12+50
1243 AC 5/30/2006 La Costa Meadows Center Strip STA 11 +25
1244 AC 5/30/2006 La Costa Meadows Center Strip STA 12+75
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
2" Below
AC
2" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
4" Below
AC
2" Below
AC
140.9
142.8
143.7
144.0
145.2
142.7
143.8
142.1
144.5
142.7
143.6
141.8
144.0
145.2
144.8
144.8
144.8
144.8
144.8
144.8
144.8
144.8
144.8
144.8
144.8
144.8
144.8
144.8
97.3%
98.6%
99.2%
99.4%
100.3%
98.5%
99.3%
98.1%
99.8%
98.5%
99.2%
97.9%
99.4%
100.3%
95%
95%
95%
95%
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
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
fi fi fi fi fl f 1 r I ( I (1 fi ti fl ti fi 11 ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location;
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad. California
Test Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks # Date
Test Location Elev. (ft)
Field Opt Field Max. Obt. Req. Non-Conform
Remarks
1246 AC 5/30/2006 La Costa LT Strip STA 13+00
1247 AC 5/30/2006 RSF NB Decel LN STA 263+00
1248 AC 5/30/2006 RSF NB Decel LN STA 261+75
1249 AC 5/31/2006 RSF NB Inside Strip STA 275+50
1250 AC 5/31/2006 RSF NB Inside Strip STA 277+00
1251 AC 5/31/2006 RSF NB Inside Strip STA 278+50
1252 AC 5/31/2006 RSF NB Inside Strip STA 280+00
1253 AC 5/31/2006 RSF NB Inside Strip STA 281+50
1254 AC 5/31/2006 RSF NB Inside Strip STA 283+00
1255 AC 5/31/2006 RSF NB Center Strip STA 284+00
1256 AC 5/31/2006 RSF NB Center Strip STA 282+50
1257 AC 5/31/2006 RSF NB Center Strip STA 281 +00
1258 AC 5/31/2006 RSF NB Center Strip STA 279+50
1259 AC 5/31/2006 RSF NB Center Strip STA 278+00
1260 AC 5/31/2006 RSF NB Center Strip STA 276+50
1261 AC 5/31/2006 RSF NB Center Strip STA 275+00
1262 AC 5/31/2006 RSF NB Outside Strip STA 246+50
1263 AC 5/31/2006 RSF NB Outside Strip STA 248+00
1264 AC 5/31/2006 RSF NB Outside Strip STA 249+50
1265 AC 5/31/2006 RSF NB Outside Strip STA 251+00
1266 AC 5/31/2006 RSF NB Outside Strip STA 252+50
1267 AC 5/31/2006 RSF NB Outside Strip STA 254+00
AC
2" Below
AC
2" Below
AC
2" Below
AC
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
ACGrade
142.7
144.8 97.7% 95% Conform grading
144.8 98.5% 95% Conform grading
141.1 144.8 97.4% 95% Conform grading
141.6 144.8 97.8% 95% Conform grading
140.8 140.1 100.5% 95% Conform grading
138.2 140.1 98.6% 95% Conform grading
135.6 140.1 96.8% 95% Conform grading
140.0 140.1 99.9% 95% Conform grading
139.1 140.1 99.3% 95% Conform grading
137.6 140.1 98.2% 95% Conform grading
136.5 140.1 97.4% 95% Conform grading
137.0 140.1 97.8% 95% Conform grading
138.2 140.1 98.6% 95% Conform grading
141.0 140.1 100.6% 95% Conform grading
135.9 140.1 97.0% 95% Conform grading
136.5 140.1 97.4% 95% Conform grading
140.2 140.1 100.1% 95% Conform grading
138.4 140.1 98.8% 95% Conform grading
140.5 140.1 100.3% 95% Conform grading
134.9 140.1 96.3% 95% Conform grading
138.5 140.1 98.9% 95% Conform grading
139.9 140.1 99.9% 95% Conform grading
136.2 140.1 97.2% 95% Conform grading
fVflfflfifififlflfll fiflfififflflfl
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number;
Project Name:
Locsation:
65808
Rancho Santa Fe Road North, Phase 2
Carisbad, California
Test
#
Sample Test
Date
Test Locsation Elev. (ft)
Moisture
Field Opt.
Dry Density (pcf)
Field Max.
Relative Comp.
Obt. Req.
Conform
Non-Conform
1268 AC 5/31/2006 RSF NB Outside Center Strip STA 255+25 AC Grade 137,9 140.1 98.4% 95% Conform
1269 AC 5/31/2006 RSF NB Outside Center Strip STA 253+75 AC Grade 135.0 140.1 96.4% 95% Conform 1270 AC 5/31/2006 RSF NB Outside Center Strip STA 252+25 AC Grade 135.3 140.1 96.6% 95% Conform
1271 AC 5/31/2006 RSF NB Outside Center Strip STA 250+75 AC Grade 140.0 140.1 99.9% 95% Conform
1272 AC 5/31/2006 RSF NB Outside Center Strip STA 249+25 AC Grade 136.7 140.1 97.6% 95% Conform 1273 AC 5/31/2006 RSF NB Outside Center Strip STA 247+75 AC Grade 138.1 140.1 98.6% 95% Conform 1274 AC 5/31/2006 RSF NB Outside Center Strip STA 246+25 AC Grade 135.9 140.1 97.0% 95% Conform 1275 AC 5/31/2006 RSF NB Inside Center Strip STA 251+75 AC Grade 140.4 140.1 100.2% 95% Conform 1276 AC 5/31/2006 RSF NB Inside Center Strip STA 253+25 AC Grade 137.1 140.1 97.9% 95% Conform 1277 AC 5/31/2006 RSF NB Inside Center Strip STA 253+25 AC Grade 138.1 140.1 98.6% 95% Conform 1278 AC 5/31/2006 RSF NB Inside Strip STA 255+00 AC Grade 140.2 140.1 100.1% 95% Conform
1279 AC 5/31/2006 RSF NB Inside Strip STA 253+50 AC Grade 135.5 140.1 96.7% 95% Conform 1280 AC 5/31/2006 RSF NB Inside Strip STA 252+00 AC Grade 137.6 140.1 98.2% 95% Conform 1281 AC 5/31/2006 RSF NB Decel. LN STA 261+50 AC Grade 139.2 140.1 99.4% 95% Conform
1282 AC 5/31/2006 RSF NB Decel. LN STA 262+00 AC Grade 136.4 140.1 97.4% 95% Conform
1283 AC 5/31/2006 RSF NB Decel. LN STA 263+00 AC Grade 139.9 140.1 99.9% 95% Conform 1284 AC 5/31/2006 RSF NB Outskle Strip STA 284+25 AC Grade 139.8 140.1 99.8% 95% Conform 1285 AC 5/31/2006 RSF NB Outside Strip STA 282+75 AC Grade 136.0 140.1 97.1% 95% Conform 1286 AC 5/31/2006 RSF NB Outside Strip STA 281+25 AC Grade 141 1 140.1 100.7% 95% Conform 1287 AC 5/31/2006 RSF NB Outside Strip STA 279+75 AC Grade 136.8 140,1 97.6% 95% Conform 1288 AC 5/31/2006 RSF NB Outside Strip STA 278+25 AC Grade 138.8 140.1 99.1% 95% Conform 1289 AC 5/31/2006 RSF NB Outside Strip STA 276+75 AC Grade 135.5 140.1 96.7% 95% Conform 1290 AC 5/31/2006 RSF NB Outskle Strip STA 275+25 AC Grade 140.4 140.1 100.2% 95% Conform
1291 AC 5/31/2006 La Costa Meadows LT Strip STA 11 +00 AC Grade 139.1 140.1 99.3% 95% Conform 1292 AC 5/31/2006 La Costa Meadows LT Strip STA 12+50 AC Grade 136.7 140.1 97.6% 95% Conform
1293 AC 5/31/2006 La Costa Meadows Center Strip STA 13+00 ACGrade 137.4 140.1 98.1% 95% Conform
f 1 ifi » 1 f i P i » 1 1 1 ' V « 1 f i t i f i f i f i
Remarks
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
ffl f 1 f 1
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number;
Project Name:
Location:
65808
Rancho Sanla Fe Road North, Phase 2
Carlsbad, California
f 1 I
Test Sample Test
# # Date
1294 AC 5/31/2006
1295 AC 5/31/2006
1296 AC 5/31/2006
1297 31 6/1/2006
1298 126 6/1/2006
1299 126 6/1/2006
1300 126 6/1/2006
1301 126 6/1/2006
1302 126 6/1/2006
1303 104 6/1/2006
1304 104 6/1/2006
1305 125 6/1/2006
1306 137 6/1/2006
1307 104 6/2/2006
1308 137 6/5/2006
1309 104 6/9/2006
1310 145 6/9/2006
1311 145 6/12/2006
1312 145 6/12/2006
1313 145 6/12/2006
1314 25 6/12/2006
1315 80 6/13/2006
1316 80 6/13/2006
1317 137 6/14/2006
1318 137 6/14/2006
1 f 1 ff 1
Test Location
La Costa Meadows Center Strip STA 11+50
La Costa Meadows RT Strip STA 11 +25
La Costa Meadows RT Strip STA 12+75
Corinthia STA 11+25 RT Sidewalk
RSF NB STA 284+00 RT Sidewalk
RSF NB STA 281 +00 RT Sidewalk
RSF NB STA 278+00 RT Sidewalk
La Costa Meadows STA 12+00 RT Sidewalk
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Non-Conform
Rem Elev. (ft)
Field Opt. Field Max. Obt. Req.
Conform
Non-Conform
Rem
AC Grade 140.3 140.1 100.1% 95% Conform grading
AC Grade 139.1 140.1 99.3% 95% Conform grading
AC Grade 136.3 140.1 97.3% 95% Conform grading
FSG 9.9% 8.5% 127.8 132.0 96.8% 95% Conform grading
FSG 10.3% 8.0% 127.2 133.5 95.3% 95% Conform grading
FSG 9.5% 8.0% 128.4 133.5 96.2% 95% Conform grading
FSG 9.1% 8.0% 127.5 133.5 95.5% 95% Conform grading
FSG 8.7% 8.0% 128.1 133.5 96.0% 95% Conform grading
La Costa Meadows STA 12+00 LT Sidewalk FSG 9.9% 8.0% 128.6 133.5 96.3% 95% Conform grading
RSF NB STA 274+25 RT Sidewalk FSG 7.1% 6.0% 135.5 140.0 96.8% 95% Conform grading
RSF NB STA 258+00 RT Sidewalk FSG 7.9% 6.0% 133.7 140.0 95.5% 95% Conform grading
San Elijo STA 98+75 FSG 13.2% 12.5% 115.2 120,5 95.6% 95% Conform grading
1945 RSF Driveway BG 9.9% 8.5% 123.3 129.5 95.2% 95% Conform grading
San Elijo STA 98+85 LT Sidewalk FSG 7,1% 6.0% 133.9 140.0 95.6% 95% Conform grading
1945 RSF Driveway BG 9.5% 8.5% 125.7 129.5 97.1% 95% Conform grading
RSF SB RT CG STA 262+50 SG 9.1% 6.0% 133.6 140.0 95.4% 95% Conform grading RSF SB RT CG STA 262+50 6" Below
BG
9.3% 8.0% 117.4 122.5 95.8% 95% Conform grading
RSF SB STA 261+50 Median CG BG 9.5% 8.0% 118.1 122.5 96.4% 95% Conform grading
RSF SB STA 260+00 Median CG BG 10.3% 8.0% 117.9 122.5 96.2% 95% Conform grading
RSF SB STA 258+50 Median CG BG 9.1% 8.0% 116.9 122.5 95.4% 95% Conform grading RSF SB STA 247+50 Median CG BG 7.5% 7.0% 137.0 143.0 95.8% 95% Conform grading
RSF NB STA 280+00 Median CG BG 12.4% 11.0% 118.3 121.5 97.4% 95% Conform grading
RSF NB STA 281+50 Median CG BG 11.5% 11.0% 117.0 121.5 96.3% 95% Conform grading RSF NB STA 283+00 Median CG .BG 9.9% 8.5% 123.2 129.5 95.1% 95% Conform grading
RSF NB STA 283+50 Median CG BG 9.1% 8.5% 125.1 129.5 96.6% 95% Conform grading
ffl ffl f 1 ffi f 1 1 1 [ 1 1 1 ff 1 1 1 1 lil ff 1 i 1
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name;
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carisbad, Califomia
Test Sample Test
Test Localion Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks # #
IAA
Dato
CHA I'lnnc
Test Localion Elev. (ft)
Field Opt. Field Max. Obt Req. Non-Conform
Remarks
1320 144 6/14/2006 RSF NB STA 290+50 Median CG
1321 144 6/14/2006 RSF NB STA 289+00 Median CG
1322 144 6/14/2006 RSF NB STA 287+00 Median CG
1323 144 6/14/2006 RSF NB STA 286+00 Median CG
1324 144 6/14/2006 RSF NB STA 288+00 Median CG
1325 144 6/14/2006 RSF NB STA 290+00 Median CG
1326 144 6/14/2006 RSF NB STA 292+00 Median CG
1327 144 6/14/2006 RSF NB STA 293+40 Median CG
1328 137 6/14/2006 RSF NB STA 278+50 Median CG
1329 125 6/15/2006 RSF SB STA 257+00 Median CG
1330 25 6/15/2006 RSF SB STA 249+00 Median CG
1331 25 6/15/2006 RSF SB STA 251 +00 Median CG
1332 75 6/15/2006 RSF SB STA 253+00 Median CG
1333 75 6/15/2006 RSF SB STA 255+00 Median CG
1334 104 6/16/2006 RSF NB STA 267+00 Sidewalk
1335 104 6/16/2006 RSF NB STA 265+00 Sidewalk
1336 110 6/19/2006 VWD 2 Access Rd STA 13+00
1337 110 6/19/2006 VWD 2 Access Rd STA 11 +50
1338 80 6/20/2006 RSF NB STA 281+00 3'LT of CL
1339 137 6/20/2006 RSF NB STA 283+00 3' LT of CL
1340 110 6/20/2006 VMD - 2 Access Rd STA 10+50 @
1341 145 6/21/2006 VMD - 2 Access Rd STA 12+50 @
CL
CL
1342 145 6/21/2006 VMD - 2 Access Rd STA 11+50 @ CL
1343 145 6/21/2006 RSF SB STA 258+00 Left Turn Pocket
1344 145 6/21/2006 RSF SB STA 260+00 Left Turn Pocket
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
BG
FSG
FSG
SG
SG
BG
BG
SG
5" Below
BG
5" Below
BG
BG
BG
7.1%
6.4%
7.1%
6.8%
7.5%
7.1%
7.9%
6.8%
9.1%
12.4%
8.3%
7.9%
6.8%
7.5%
8.3%
7.9%
8.3%
9.1%
12.4%
9.1%
9.1%
9.5%
5.0%
5.0%
5.0%
5.0%
5.0%
5.0%
5.0%
5.0%
8.5%
12.5%
7.0%
7.0%
7.0%
7.0%
6.0%
6.0%
7.0%
7.0%
11.0%
8.5%
7.0%
8.0%
134.6
134.6
135.3
134.3
135.8
135.9
134.0
136.2
124.3
115.5
136.6
138.6
134.2
134.9
135.5
134.9
129.9
129.8
117.9
125.9
130.0
118.7
9.9% 8.0% 117.8
9.9%
9.1%
8.0%
8.0%
117.4
118.9
140.0
140.0
140.0
140,0
140.0
140,0
140.0
140.0
129,5
120,5
143.0
143.0
140.5
140.5
140.0
140.0
136.0
136.0
121.5
129.5
136.0
122.5
122.5
122.5
122.5
95.4%
96.1%
96.1%
96.6%
95.9%
97.0%
97,1%
95.7%
97.3%
96.0%
95.9%
95.5%
96.9%
95.5%
96.0%
96.8%
96.4%
95.5%
95.4%
97.0%
97.2%
95.6%
96.9%
96.2%
95.8%
97.1%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
Conform grading
Conform
Conform
grading
grading
llflflllllfflfllilllllltlllfiliilllfflil
Contract Number;
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS
65808
Rancho Santa Fe Road North, Phase 2
Cartsbad, Califomia
Test Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks # #
lAK
Date
Test Location Elev. (ft)
Fiold Opt Field Max. Obt Req. Non-Conform
Remarks
1346 145 6/21 /2006 VMD - 2 Access Rd STA 10+75
1347 AC 6/23/2006 RSF NB STA 280+00 2'RT of LT FC
1348 AC 6/23/2006 RSF NB STA 281+00 3' RT of LT FC
1349 AC 6/23/2006 RSF NB STA 282+00 2' RT of LT FC
1350 AC 6/23/2006 RSF NB STA 283+00 3' RT of LT FC
1351 AC 6/23/2006 RSF SB STA 261+00 3' LT of RT FC
1352 AC 6/23/2006 RSF SB STA 260+00 3' LT of RT FC
1353 AC 6/23/2006 RSF SB STA 258+00 3' LT of RT FC
1354 AC 6/23/2006 RSF SB STA 258+00 3' LT of RT FC
1355 AC 6/23/2006 RSF SB STA 252+50 3' RT of LT FC
1356 AC 6/23/2006 RSF SB STA 252+50 3' RT of LT FC
1357 AC 6/23/2006 RSF SB STA 254+50 3' RT of LT FC
1358 AC 6/23/2006 RSF NB STA 247+00 Inside Strip
1359 AC 6/23/2006 RSF NB STA 249+00 Inside Strip
1360 AC 6/23/2006 RSF NB STA 251+00 Inside Strip
BG
2" Betow
AC
2" Betow
AC
2" Below
AC
2" Betow
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
AC-Grade
8.7% 8.0% 118.1
140.9
142.7
141.1
144.0
142.9
140,7
141.5
142.6
141.0
143.2
144.5
142.2
143.9
144.7
122.5
143.8
143.8
143.8
143.8
143.8
143.8
143.8
143.8
143.8
143.8
143.8
142.3
142.3
142.3
96.1%
96.4%
98.0%
99.2%
98.1%
100.1%
99.4%
97.8%
98.4%
99.2%
98.1%
99.6%
100.5%
99.9%
101.1%
101.7%
95%
95%
95%
95%
95%
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
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
f 1 IIIIIIII II fl fi 11 ffl ffl ffl ffl 11 11 ffl il
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number;
Project Name;
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test Sample Test
Tost Localion Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks # # Date
Tost Localion Elev. (ft)
Field Opt. Field Max. Obt Req. Non-Conform
Remarks
1362 AC 6/23/2006 RSF NB STA 255+00 Inside Strip
1363 AC 6/23/2006 RSF NB STA 262+00 Inside Strip
1364 AC 6/23/2006 RSF NB STA 260+00 Inskle Strip
1365 AC 6/23/2006 RSF NB STA 258+00 Inside Strip
1366 AC 6/23/2006 RSF NB STA 257+00 Inside Strip
1367 145 6/27/2006 RSF Median STA 254+00
1368 145 6/27/2006 RSF Median STA 260+00
1369 80 6/27/2006 RSF Median STA 282+00
1370 104 6/27/2006 RSF Median STA 269+00
1371 146 6/29/2006 RSF Median STA 275+45
1372 146 6/29/2006 RSF Median STA 288+00
1373 146 6/29/2006 RSF Median STA 291+00-5 LT of RT BC
1374 146 6/29/2006 RSF Median STA 292+00 -5 LT BC
1375 AC 7/5/2006 Dig Out #1
1376 AC 7/5/2006 Dig Out #1
1377 AC 7/5/2006 Dig Out #2
1378 AC 7/5/2006 Dig Out #2
1379 AC 7/5/2006 Dig Out #3
1380 AC 7/5/2006 Dig Out #3
1381 AC 7/5/2006 Dig Out #4
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
FSG
FSG
FSG
FSG
FSG
FSG
FSG
FSG
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Below
AC
2" Betow
AC
10.3%
8.3%
12.4%
6.8%
7.9%
7.1%
6.8%
7.5%
8.0%
8.0%
11.0%
6.5%
5.5%
5.5%
5.5%
5,5%
142,5
141.5
144.3
143.5
140.9
117.9
117.2
117.5
133.7
121.9
123.4
122.6
121.0
143.0
142.1
139.6
144,7
143.0
140.6
141.5
142.3
142.3
142.3
142.3
142.3
142.3
122.5
122.5
121.5
140.0
126.5
126.5
126.5
126.5
144.5
144.5
144.5
144.5
144.5
144.5
144.5
99.6%
100.1%
99.4%
101.4%
100.8%
99.0%
96.2%
95.7%
96.7%
95.5%
96.4%
97.5%
96.9%
95.7%
99.0%
98.3%
96.6%
100.1%
99,0%
97,3%
97,9%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Confonn
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
11 fi fi fi 11 11 tl fl II fill 11 ffl il ffl 11
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Tost Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks # # Date
Test Location Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
1382 AC 7/5/2006 Dig Out #4 2" Below
AC
140.2 144.5 97.0% 95% Conform grading
1383 AC 7/5/2006 Dig Out #5 2" Below
AP
143.9 144.5 99.6% 95% Conform grading
1384 AC 7/5/2006 Dig Out #5 2" Below
AP
142.1 144.5 98.3% 95% Conform grading
1385 AC 7/5/2006 Dig Out #6 2" Below
AP
144.0 144.5 99.7% 95% Conform grading
1386 AC 7/5/2006 Dig Out #6 2" Below
AC
141.8 144.5 98.1% 95% Conform grading
1387 AC 7/6/2006 RSF NB LN 3 STA 223+00 AC Grade 135.9 140.9 96.5% 95% Conform grading
1388 AC 7/6/2006 RSF NB LN 3 STA 224+50 AC Grade 139.6 140.9 99.1% 95% Conform grading
1389 AC 7/6/2006 RSF NB LN 3 STA 226+00 AC Grade 141.0 140.9 100.1% 95% Conform grading
1390 AC 7/6/2006 RSF NB LN 3 STA 226+01 AC Grade 140.2 140.9 99.5% 95% Conform grading
1391 AC 7/6/2006 RSF NB LN 3 STA 229+00 AC Grade 138.7 140.9 98.4% 95% Conform grading
1392 AC 7/6/2006 RSF NBLN 3 STA 231+00 AC Grade 136.5 140.9 96.9% 95% Conform grading
1393 AC 7/6/2006 RSF NB LN 3 STA 233+00 AC Grade 139.9 140.9 99.3% 95% Conform grading
1394 AC 7/6/2006 RSF NB LN 3 STA 235+00 AC Grade 140.0 140.9 99.4% 95% Conform grading
1395 AC 7/6/2006 RSF NB LN 3 STA 237+00 AC Grade 135.0 140.9 95.8% 95% Conform grading
1396 AC 7/6/2006 RSF NB LN 3 STA 239+00 AC Grade 136.4 140.9 96.8% 95% Conform grading
1397 AC 7/6/2006 RSF NB LN 3 STA 241+00 AC Grade 138.9 140.9 98.6% 95% Conform grading
1398 AC 7/6/2006 RSF NB LN 2 STA 224+00 AC Grade 134.8 140.9 95.7% 95% Conform grading
1399 AC 7/6/2006 RSF NB LN 2 STA 226+00 AC Grade 140.2 140.9 99,5% 95% Conform grading
1400 AC 7/6/2006 RSF NB LN 2 STA 228+00 AC Grade 137.5 140.9 97.6% 95% Conform grading
1401 AC 7/6/2006 RSF NB LN 2 STA 230+00 AC Grade 136.2 140.9 96,7% 95% Conform grading
1402 AC 7/6/2006 RSF NB LN 2 STA 232+00 AC Grade 139.5 140.9 99.0% 95% Conform grading
1403 AC 7/6/2006 RSF NB LN 2 STA 234+00 ACGrade 135.0 140.9 95.8% 95% Conform grading
fl fl fi fi 11 II 11 11 II 11 I I fi 11 li ffl ffl ffl ffl 11
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location;
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test Sample Test
Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Confonn
Remarks
Date
Test Location Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
1405 AC 7/6/2006 RSF NB LN 2 STA 238+00
1406 AC 7/6/2006 RSF NB LN 2 STA 240+00
1407 AC 7/6/2006 Avenida Soledad @ CL
1408 AC 7/6/2006 RSF SB LN 3 STA 252+00
1409 AC 7/6/2006 RSF SB LN 3 STA 250+00
1410 AC 7/6/2006 RSF SB LN 3 STA 248+00
1411 AC 7/6/2006 RSF SB LN 3 STA 246+50
1412 AC 7/7/2006 RSF SB LN 1 STA 223+50
1413 AC 7/7/2006 RSF SB LN 1 STA 225+50
1414 AC 7/7/2006 RSF SB LN 1 STA 225+50
1415 AC 7/7/2006 RSF SB LN 1 STA 229+50
1416 AC 7/7/2006 RSF SB LN 1 STA 231+50
1417 AC 7/7/2006 RSF SB LN 1 STA 233+50
1418 AC 7/7/2006 RSF SB LN 1 STA 235+50
1419 AC 7/7/2006 RSF SB LN 1 STA 237+50
1420 AC 7/7/2006 RSF SB LN 1 STA 239+50
1421 AC 7/7/2006 RSF SB LN 1 STA 251+00
1422 AC 7/7/2006 RSF SB LN 1 STA 249+00
1423 AC 7/7/2006 RSF SB LN 1 STA 247+00
1424 AC 7/7/2006 RSF SB LN 1 STA 246+50
1425 AC 7/7/2006 RSF SB LN 1 STA 244+50
1426 AC 7/7/2006 RSF SB LN 2 STA 250+50
1427 AC 7/11/2006 RSF NB LT TP STA 278+50
1428 AC 7/11/2006 RSF NB LT TP STA 280+50
1429 AC 7/11/2006 RSF NB LT TP STA 282+50
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC Grade
AC-Grade
140.3
138.0
136.1
141.0
1135.4
140.5
139.1
136.7
137.3
141.3
140.5
139.7
136.2
135.9
140.0
135.8
138.2
137.0
140.1
136.5
139.4
141.0
138.2
143.7
148.9
144,6
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
140.9
150.1
150.1
150.1
99.6%
97.9%
96.6%
100.1%
805.8%
99.7%
98.7%
97.0%
97.4%
100.3%
100.3%
99,7%
99,1%
96.7%
96,5%
99.4%
96,4%
98.1%
97.2%
99.4%
96.9%
100.1%
98.1%
95.7%
99.2%
96.3%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
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
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
grading
11 li ffi ffl 11 fi 11 11 li 11 11 li 11 11 II II 11 f
TABLE 3
REPORT OF FIELD DENSITY TESTS
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
#
Sample
#
Test
Date
Test Location Elev. (ft)
Moisture Ory Density (pcf) Relative Comp. Conform
Non-Conform
Remarks
Test
#
Sample
#
Test
Date
Test Location Elev. (ft)
Field Opt Field Max. Obt. Req.
Conform
Non-Conform
Remarks
1430 AC 7/11/2006 RSF NB LT TP STA 284+25 AC Grade 147.5 150.1 98.3% 95% Conform grading 1431 AC 7/11/2006 RSFSBLN 1 STA 284+20 AC Grade 150.0 150.1 99.9% 95% Conform grading
1432 AC 7/11/2006 VWD-2 Access RD STA 10+50 AC Grade 148.3 150.1 98.8% 95% Conform grading
1433 AC 7/11/2006 VWD-2 Access RD STA 11+00 AC Grade 144.0 150.1 95.9% 95% Conform grading 1434 AC 7/11/2006 VWD-2 Access RD STA 211 +50 AC Grade 151.0 150.1 100.6% 95% Conform grading
1435 AC 7/11/2006 VWD-2 Access RD STA 212+00 AC Grade 146.2 150.1 97.4% 95% Conform grading 1436 AC 7/11/2006 VV\rt3-2 Access RD STA 213+00 AC Grade 144.3 150.1 96.1% 95% Conform grading
ffpifiiififiiiiiil iiififfifiiii i 1 11 t 1
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carisbad, California
Test Sample Test Date Test Locratlon Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks #
1
#
A mnnnA
Test Locratlon Elev. (ft)
Fleld Opt. Field Max. Obt. Roq. Non-Conform
Remarks
2 4 7/2/2004 Existing 12" RCW re-route trench B.F. STA 273+75 322.0 10.7% 8.5%
3 4 7/2/2004 Existing12"RCWre-routetrenchB.F.STA273+75 324.0 9.9% 8.5%
4 4 7/2/2004 Existing 12" RCW re-route trench B.F. STA 273+75 326.0 10.3% 8.5%
5 4 7/2/2004 Existing 12" RCW re-route trench B.F. STA 273+75 328.0 10.3% 8.5%
6 2 7/2/2004 Existing 12" RCW re-route trench B.F. STA 269+60 338.0 9.9% 9.0%
7 2 7/2/2004 Existing 12" RCW re-route trench B.F. STA 269+60 340.0 10.3% 9.0%
8 8 7/6/2004 SD Line F trench BF STA 29+70 338.0 9.1% 8.0%
9 8 7/6/2004 SD Line F trench BF STA 28+20 342.0 10.3% 8.0%
10 8 7/7/2004 SD Line F trench BF STA 27+00 349.0 9.9% 8.0%
11 8 7/7/2004 SD Line F trench BF STA 26+50 354.0 10.3% 8.0%
12 8 7/7/2004 SD Line F trench BF STA 29+20 341.0 9.5% 8.0%
13 8 7/7/2004 SD Line F trench BF STA 27+80 350.0 10.7% 8.0%
14 8 7/7/2004 SD Line F trench BF STA 28+80 346.0 10.3% 8.0%
15 8 7/12/2004 SD Line F trench BF STA 24+80 364.0 9.9% 8.0%
16 8 7/12/2004 SD Line F trench BF STA 25+30 366.0 10.3% 8.0%
17 8 7/12/2004 SD Line F trench BF STA 26+50 356.0 10.3% 8.0%
18 8 7/12/2004 SD Line F trench BF STA 28+50 348.0 11.1% 8.5%
19 8 7/26/2004 Stomi Drain BF Line F-17 STA 10+05 350.5 9.9% 8.5%
20 2 7/26/2004 Storm Drain BF Line F-17 STA 10+00 352.5 10.7% 8.5%
21 2 7/26/2004 Stomi Drain BF Line F STA 27+28 354.5 9.9% 8.5%
22 2 7/26/2004 Storm Drain BF Line F STA 27+35 356.5 9.5% 8.5%
23 8 7/26/2004 Stomn Drain Line F-16 STA 10+10 361.0 10.7% 8.5%
24 2 7/26/2004 Storni Drain Line F-16 STA 10+20 363.0 10.3% 8.5%
25 8 7/26/2004 Stomi Drain Line F STA 27+90 345.5 9.5% 8.5%
26 2 7/26/2004 Stomi Drain Line F Trench BF STA 28+05 347.5 10.3% 8.5%
27 2 7/26/2004 Storm Drain Line F Trench BF STA 28+10 349.5 10.7% 8.5%
127.0
126.8
126.0
125.1
129.5
128.6
130.5
127.4
125.5
124.1
126.1
123.5
125.7
125.9
123.5
124.3
127.8
121.7
127.2
127.5
125.8
121.9
126.1
121.6
127.9
127.2
131.0
131.0
131.0
131.0
134.5
134.5
132.5
132.5
132.5
132.5
132.5
132.5
132.5
132.5
132.5
132.5
133.5
132.5
135,5
135,5
135.5
132.5
135.5
132.5
135.5
135.5
97%
97%
96%
95%
96%
96%
98%
96%
95%
94%
95%
93%
95%
95%
93%
94%
96%
92%
94%
94%
93%
92%
93%
92%
94%
94%
95%
95%
95%
95%
95%
95%
95%
95%
95%
90%
90%
95%
90%
95%
90%
90%
90%
95%
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
Conform
Conform
Conform
utiity backfill
utiity backfill
utirty backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utirty backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
f 1 ff i f I f I Pifififiiifiilffi
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number;
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test Sample Test Date Test Locsation Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks
oo
#
9
Test Locsation Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
Storm Drain Line F Trench BF STA 28+00
Storm Drain Line F Trench BF STA 27+90
Storm Drain Line F Trench BF STA 28+00
Stomn Drain Line G trench BF STA 10+50
Storm Drain Line G trench BF STA 10+25
SD Line G Trench BF STA 10+65
SD Line G Trench BF STA 10+50
SD Line G Trench BF STA 11+10
SD Line G Trench BF STA 11+10
SD Line G Trench BF STA 11+15
SD Line G Trench BF STA 11+15
SD Line G Trench BF STA 11+10
Sewer Line A BF STA 36+00
Sewer Line A BF STA 35+50
Sewer Line D BF STA 10+50
SD Line GBF STA 11+20
Retest of 44
SD Line G BF STA 11 +25
SD Line GBF STA 11+20
Sewer Line D STA 10+40
Sewer Line D STA 10+30
SD Line G BF STA 10+02
SD Line GBF STA 10+05
Sewer Line A BF STA 34+90
Sewer Line A BF STA 35+05
Sewer Line A BF STA 34+90
29 2 7/26/2004
30 2 7/26/2004
31 2 7/26/2004
32 8 8/3/2004
33 8 8/3/2004
34 5 8/3/2004
35 5 8/3/2004
36 8 8/9/2004
37 8 8/9/2004
38 5 8/9/2004
39 5 8/9/2004
40 5 8/9/2004
41 1 8/18/2004
42 9 8/18/2004
43 9 8/18/2004
44 8 8/19/2004
44a 8 8/19/2004
45 8 8/19/2004
46 8 8/19/2004
47 1 8/19/2004
48 1 8/19/2004
49 8 8/20/2004
50 8 8/20/2004
51 1 8/30/2004
52 1 8/30/2004
53 1 8/30/2004
54 31 11/15/2004 30" RCW Line B Sta 220+80
353.5
355.5
357.5
330.0
332.0
334.0
336.0
329.0
331.0
333.0
335.0
337.0
356.0
358.0
356.0
330.0
330.0
332.0
334.0
358.0
360.0
330.0
332.0
359.0
361.0
363.0
339.5
10.7%
9.9%
11.1%
10.7%
9.9%
9.1%
9.5%
10.7%
9.9%
9.1%
8.7%
9.1%
9.9%
10.7%
9.5%
7.5%
9.1%
7.9%
10.7%
11.1%
10.7%
9.1%
10.3%
10.7%
10.3%
10.7%
11.5%
8.5%
8.5%
8.5%
8.5%
8.5%
7.0%
7.0%
8.5%
8.5%
7.0%
7.0%
7.0%
8.5%
8.5%
8.5%
8.3%
8.5%
8.5%
8.5%
8.5%
8.5%
7.0%
7,0%
8.5%
8.5%
8.5%
8,5%
126,4
126,3
122.2
128.2
129.6
131.2
132.0
126.8
128.4
132.3
132.3
132.9
126.2
126.4
126.1
118.5
127.3
127.5
126.6
127.0
124.8
135.0
132.2
125.7
124.4
125.0
120.3
135.5
135.5
135,5
129.6
132.5
137.5
137.5
132.5
132.5
137.5
137.5
137.5
133.5
133.5
133.5
132.5
132.5
132.5
132.5
133.5
133.5
137.5
137.5
133.5
133.5
133.5
132.0
93%
93%
90%
99%
98%
95%
96%
96%
97%
96%
96%
97%
95%
95%
94%
89%
96%
96%
96%
95%
93%
98%
96%
94%
93%
94%
91%
90%
90%
90%
90%
95%
95%
95%
95%
95%
95%
95%
95%
95%
90%
90%
90%
95%
95%
95%
95%
90%
90%
95%
95%
90%
90%
90%
90%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Non confomi
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfiti
flll iiifiiiiifiiifififi « 9 I i f 1
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
#
Sample
# Test Dato Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Test
#
Sample
# Test Dato Test Location Elev. (ft)
Field Opt Field Max. Obt. Req.
55 31 11/15/2004 30 RCW Line B Sta 220+80 341.5 10.7% 8.5% 120.2 132.0 91% 90% 56 31 11/15/2004 30' RCW Line B Sta 220+80 343.5 10.3% 8.5% 122.5 132.0 93% 90%
57 31 11/15/2004 30' RCW Line B Sta 220+80 345.5 11.5% 8.5% 122.5 132.0 93% 90% 58 31 11/16/2004 30' RCW Line B Sta 20+50 339.0 9.9% 8.5% 122.9 132.0 93% 90% 59 31 11/16/2004 30' RCW Line B Sta 20+60 341.0 11.1% 8.5% 123.2 132,0 93% 90% 60 31 11/16/2004 30" RCW Line B Sta 20+50 343.0 9.9% 8.5% 124.2 132.0 94% 90% 61 31 11/16/2004 30' RCW Line B Sta 20+60 343.5 9.1% 8.5% 123.6 132.0 94% 90% 62 31 11/16/2004 30' RCW Line B Sta 20+50 345.5 10.3% 8.5% 124.3 132.0 94% 90% 63 31 11/18/2004 30' RCW Line B Sta 20+30 340.0 9.9% 8.5% 123.6 132.0 94% 90% 64 31 11/18/2004 30' RCW Line B Sta 20+30 342.0 10.3% 8.5% 121.6 132.0 92% 90%
65 31 11/18/2004 30' RCW Line B Sta 20+00 344.0 10.7% 8.5% 123.1 132.0 93% 90% 66 31 11/18/2004 30' RCW Line B Sta 19+50 352.0 9.1% 8.5% 126.7 132.0 96% 95% 67 8 11/19/2004 30' RCW Line B Sta 18+85 348.0 9.9% 8.5% 127.0 132.5 96% 95%
68 8 11/19/2004 30' RCW Line B Sta 18+35 348.5 10.7% 8.5% 127.5 132.5 96% 95% 69 8 11/19/2004 30" RCW Line B Biowoff Sta 20+05 340.0 9.1% 8.5% 127.6 132.5 96% 95%
70 31 11/19/2004 30' RCW Line B Biowoff Sta 20+05 342.0 9.5% 8.5% 125.7 132.0 95% 90% 71 31 11/19/2004 30' RCW Line B Biowoff Sta 20+05 344.0 11.1% 8.5% 124.3 132,0 94% 90%
72 31 11/19/2004 30' RCW Line B Biowoff Sta 20+05 346,0 10.3% 8.5% 123.8 132,0 94% 90% 73 31 11/19/2004 SO-RCW Line B Biowoff Sta 20+05 348,0 9.9% 8.5% 122.7 132.0 93% 90% 74 31 11/22/2004 SO' RCW Line B Biowoff Sta 20+05 350.0 10.7% 8.5% 127.5 132.0 97% 95%
75 8 11/22/2004 30' RCW Line B Sta 18+90 349.0 111% 8.5% 128.9 132.5 97% 95% 76 8 11/22/2004 30' RCW Line B Sta 18+60 351.0 9.5% 8.5% 129.9 132.5 98% 95%
77 8 11/30/2004 30' RCW Line B Sta 18+00 350.0 10.7% 8.5% 127.6 132.5 96% 95% 78 8 11/30/2004 30" RCW Line B Sta 17+75 351.0 9.1% 8.5% 128.8 132.5 97% 95% 79 30 12/1/2004 Sewer Pipe Line A STA 33+50 369.0 8.7% 6.0% 131.7 140.0 94% 90% 80 30 12/1/2004 Sewer Pipe Line A STA 33+25 372.0 9.1% 6.0% 132,7 140.0 95% 91% 81 30 12/1/2004 Sewer Pipe Line A STA 32+50 376.0 9.9% 6.0% 133.7 140.0 96% 90%
Conform
Non-Conform
Remarks
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
f 1 f i f i I I fill flli fifl II
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number:
Project Name:
Location:
65808
Rancho Sanla Fo Road North, Phase 2
Carlsbad, California
Test
#
Sample Test Date Test Locatton Elev. (ft)
Moisture
Field Opt.
Dry Density (pcf)
Field Max.
Relative Comp.
Obt. Req.
Conform
Non-Conform
Remailts
82 30 12/1/2004 Sewer Pipe Line A STA 32+25 380.0 8.7% 6.0% 135.2 140.0 97% 90% Conform
83 30 12/1/2004 Sewer Pipe Line A STA 31+50 384.0 9.1% 6.0% 136.4 140.0 97% 95% Conform
84 31 12/2/2004 30' RCW Line-B STA 18+00 352.0 10.7% 8.5% 125.9 132.0 95% 95% Conform
85 31 12/2/2004 30' RCW Line-B STA 17+50 351.0 11.1% 8.5% 127.8 132.0 97% 95% Conform
86 8 12/2/2004 30' RCW Line-B STA 16+80 342.0 10.3% 8.5% 127.1 132.5 96% 95% Conform
87 8 12/2/2004 30" RCW Line-B STA 16+70 344.0 9.5% 8.5% 129.3 132.5 98% 95% Conform
88 31 12/2/2004 30' RCW Line-B STA 16+80 346.0 10.7% 8.5% 126.4 132.0 96% 90% Conform
89 31 12/2/2004 30' RCW Line-B STA 16+70 348.0 11.1% 8.5% 127 1 132.0 96% 95% Conform
90 31 12/2/2004 30' RCW Line-B STA 17+00 349.0 10.3% 8.5% 127.9 132.0 97% 95% Conform 91 31 12/3/2004 30' RCW Line-B STA 21+50 344.0 10.7% 8.5% 126.6 132.5 96% 95% Conform
92 31 12/3/2004 30' RCW Line-B STA 21+50 346.0 9.9% 8.5% 130.4 132.5 98% 95% Conform 93 31 12/3/2004 30' RCW Line-B STA 21+50 348.0 10.3% 8.5% 128.8 132.5 97% 95% Conform
94 31 12/8/2004 30" RCW Line-B STA 21+20 341.0 11.9% 8.5% 124.6 132.0 94% 90% Conform
95 31 12/8/2004 30' RCW Line-B STA 21+35 343.0 11.5% 8.5% 126.7 132.0 96% 90% Conform 96 31 12/8/2004 30' RCW Line-B STA 21+20 345.0 10.3% 8.5% 125.5 132.0 95% 90% Conform
97 31 12/8/2004 30' RCW Line-B STA 21+35 348.0 11.1% 8.5% 128.8 132.0 98% 95% Conform
98 31 12/8/2004 30' RCW Line-B STA 21+20 350.0 11,9% 8.5% 127.3 132.0 96% 95% Confomi
99 33 12/9/2004 30' RCW Line-B STA 21+75 340.0 10.3% 7.5% 127.7 134.0 95% 90% Conform
100 33 12/9/2004 30' RCW Line-B STA 21+70 342.0 9.1% 7.5% 127.7 134.0 95% 90% Conform
101 33 12/9/2004 30' RCW Line-B STA 21+75 344.0 8,7% 7.5% 129.7 134.0 97% 90% Conform
102 33 12/9/2004 30' RCW Line-B STA 21+70 346,0 9.1% 7.5% 127.2 134.0 95% 90% Conform
103 33 12/9/2004 30" RCW Line-B STA 21+75 348.0 9.9% 7.5% 129.3 134.0 96% 95% Conform
104 33 12/9/2004 30' RCW Line-B STA 21+70 350.0 8.7% 7.5% 129.6 134.0 97% 95% Conform
105 33 12/10/2004 30' RCW Line-B STA 21+80 340.0 10.3% 7.5% 126.9 134.0 95% 90% Conform
106 33 12/10/2004 30' RCW Line-B STA 21+80 342.0 9.1% 7.5% 125.6 134.0 94% 90% Conform
107 33 12/10/2004 30' RCW Line-B STA 21+80 344.0 8.7% 7.5% 125.2 134.0 93% 90% Conform
108 33 12/10/2004 30" RCW Line-B STA 21+80 346.0 9.5% 7.5% 128.9 134.0 96% 90% Conform
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
utiity backfiti
utiity backfilt
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
* ^ ?l fl fi ffi ffl fl fl »i 11 ffi ffi ffi fi ffl fi 11 ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test
#
Sample
# Test Date Test Location Elev. (ft)
Moisture
Field Opt
Dry Density (pcf)
Field Max.
Relative Comp.
Obt. Req.
Conform
Non-Confomi
Remarks
109 33 12/10/2004 30" RCW Line-B STA 21 +80 348.0 9.9% 7.5% 129.2 134.0 96% 95% Conform
110 33 12/10/2004 30" RCW Line-B STA 21 +80 350.0 8.7% 7.5% 130.4 134.0 97% 95% Conform 111 33 12/13/2004 30" RCW Line-B STA 21 +90 340.0 9.7% 7.5% 122.9 134.0 92% 90% Conform
112 33 12/13/2004 30" RCW Line-B STA 21+90 342.0 8.7% 7.5% 127.9 134.0 95% 90% Conform
113 33 12/13/2004 30" RCW Line-B STA 21+90 344.0 9.5% 7.5% 128.2 134.0 96% 90% Conform
114 33 12/13/2004 30" RCW Line-B STA 21+90 346.0 7.9% 7.5% 128.7 134.0 96% 90% Conform
115 33 12/13/2004 30" RCW Line-B STA 21+90 348.0 9.1% 7.5% 129.6 134.0 97% 95% Conform 116 33 12/13/2004 30" RCW Line-B STA 21+90 350.0 9.5% 7.5% 130.1 134.0 97% 95% Conform
117 33 12/14/2004 30" RCW Line-B STA 22+00 341.0 9.9% 7.5% 127.4 134.0 95% 90% Conform
118 33 12/14/2004 30" RCW Line-B STA 22+00 343.0 9.1% 7.5% 127,4 134.0 95% 90% Conform
119 33 12/14/2004 30" RCW Line-B STA 22+00 345.0 10.7% 7.5% 125.7 134.0 94% 90% Conform
120 33 12/14/2004 30" RCW Line-B STA 22+20 347.0 9.9% 7.5% 130.9 134.0 98% 95% Conform
121 33 12/14/2004 30" RCW Line-B STA 22+20 349.0 9,1% 7.5% 130.4 134.0 97% 95% Conform
122 33 12/14/2004 30" RCW Line-B STA 22+20 351.0 10,3% 7.5% 129.1 134.0 96% 95% Conform
123 33 12/15/2004 30" RCW Line-B STA 22+40 350.0 8,7% 7.5% 131.6 134.0 98% 95% Conform
124 33 12/15/2004 30" RCW Line-B STA 22+40 352.0 7,9% 7.5% 131.8 134.0 98% 95% Conform
125 33 12/15/2004 30" RCW Line-B STA 23+00 352.0 10,7% 7.5% 129.8 134.0 97% 95% Conform
126 33 12/15/2004 30" RCW Line-B STA 23+00 354.0 9.9% 7.5% 132.2 134.0 99% 95% Conform
127 33 12/16/2004 SD Line 1-4 STA 10+20 347.0 10.7% 7.5% 127.5 134.0 95% 90% Conform
128 33 12/16/2004 SD Line 1-4 STA 10+20 349.0 9.1% 7.5% 131.3 134.0 98% 95% Conform
129 33 12/16/2004 SD Line (-4 STA 10+20 351.0 9.1% 7.5% 130,8 134.0 98% 95% Conform
130 8 12/16/2004 30" RW Line B STA 23+90 352.0 10.7% 8.5% 126.4 132.5 95% 95% Conform
131 33 12/16/2004 30" RW Line B STA 23+90 354.0 10.3% 7.5% 130.5 134.0 97% 95% Conform
132 8 12/16/2004 30" RW Line B STA 23+35 351.0 9.1% 8.5% 130.4 132.5 98% 95% Confomi
133 33 12/16/2004 30" RW Line B STA 23+35 353.0 9.9% 8.5% 129.5 134.0 97% 95% Conform
134 33 12/17/2004 SD Line t-4 Inlet B-2 345.0 9.1% 7.5% 127.8 134.0 95% 95% Conform
135 33 12/17/2004 SD Line 1-4 Inlet B-2 347.0 8.7% 7.5% 129.6 134.0 97% 95% Conform
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
ffifivifflfiri irififififififififfi
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number:
Project Name:
Location:
6S808
Rancho Santa Fe Road North, Phase 2
Carisbad, Califomia
Test Sample Test Date Test Location Elev. (ft)
Moisture Dry Densiiy (pcf) Relative Comp. Conform
Remarks #
1
#
Test Date Test Location Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
137 33 12/17/2004 SD Line 1-4 STA 10+25 351.0
138 8 12/17/2004 SD Line F STA 23+80 371.0
139 8 12/17/2004 SD Line F STA 22+80 376.0
140 8 12/17/2004 SD Line F STA 23+00 379.0
141 30 12/17/2004 SD Line F STA 23+00 382.0
142 8 12/17/2004 30" RCW Line B STA 24+20 352.0
143 33 12/17/2004 30" RCW Line B STA 24+20 354.0
144 33 12/17/2004 30" RCW Line B STA 24+37 354.0
145 33 12/20/2004 RCW Line - B 4" Blow of STA 21+60 348.0
146 33 12/20/2004 RCW Line - B 4" Blow of STA 21 +60 350.0
147 30 12/21/2004 Sewer Line - A STA 30+50 385.0
148 30 12/21/2004 Sewer Line - A STA 30+00 390.0
149 8 12/21/2004 SD Line F STA 22+45 378.0
150 30 12/21/2004 Sewer Line - A STA 29+50 394.0
151 33 12/21/2004 RCW Line - B 4" Blow off STA 21+60 348.0
152 33 12/21/2004 RCW Line - B 4" Blow off STA 21 +60 350.0
153 8 12/22/2004 SD Line F STA 22+40 380.0
154 33 12/22/2004 16" RCW Line B North Leg For Metering STA STA 348.0
21+43
155 33 12/22/2004 16" RCW Line B North Leg For Metering STA STA 350.0
21+43
10.7%
10.7%
9.1%
10.3%
9.1%
10.3%
9.9%
10.7%
10.3%
11.1%
9,9%
9,1%
10,7%
10,3%
9.9%
10.3%
11.1%
10.7%
7.5%
8.5%
8.5%
8.5%
6.0%
8.5%
7.5%
7.5%
7.5%
7.5%
6.0%
6.0%
8.5%
6.0%
7.5%
7.5%
8.5%
7.5%
128.9
127.6
129.2
127.2
136.8
127.7
130.5
128.5
130.0
126.9
133.1
136.5
126.6
133.6
129.3
129.8
128.3
130.1
10.3% 7.5% 129.7
134.0
134,0
132,5
132.5
132.5
140.0
132.5
134.0
134.0
134.0
134.0
140.0
140.0
132.5
140.0
134.0
134.0
132.5
1340
134.0
96%
96%
96%
98%
96%
98%
96%
97%
96%
97%
95%
95%
98%
96%
95%
96%
97%
97%
97%
97%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
90%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
utiity backftit
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utitty backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
Confonn utiity backfill
156 33 12/23/2004 RCW Line-B Air Vac. STA 21+38 340,0 10.7% 7,5% 128,4 134.0 96% 90% Conform utiity backfiti
157 33 12/23/2004 RCW Line-B Air Vac. STA 21+38 342.0 11.1% 7.5% 129.3 134.0 96% 90% Conform utiity backfiti
158 33 12/23/2004 RCW Line-B Air Vac. STA 21+38 344.0 9.1% 7.5% 128.4 134.0 96% 90% Conform utiity backfill
159 33 12/23/2004 RCW Line-B Air Vac. STA 21+38 346.0 9.9% 7.5% 128.9 134.0 96% 90% Conform utiity backfill
160 33 12/23/2004 RCW Line-B Air Vac. STA 21+38 348.0 10.7% 7.5% 129.2 134.0 96% 95% Conform utiity backfill
161 33 12/23/2004 RCW Line-B Air Vac. STA 21+38 350.0 9.9% 7.5% 129.6 134.0 97% 95% Confonn utiity backfill
f 1 fl ffi ffi fi fl fl II ffi ffi ffi fl ffl ffl ffl ffl ffi
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number;
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test Sample Test Date Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks #
Test Date Test Location Elev. (ft)
Fiold Opt. Field Max. Obt. Req. Non-Conform
Remarks
163
164
165
166
167
168
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
215
33
33
33
33
33
33
8
8
30
8
8
30
30
30
30
30
30
30
30
30
30
30
30
30
30
8
1/5/2005
1/5/2005
1/5/2005
1/5/2005
1/5/2005
1/5/2005
2/8/2005
2/8/2005
2/8/2005
2/8/2005
2/8/2005
2/8/2005
2/8/2005
2/9/2005
2/9/2005
2/10/2005
2/10/2005
2/10/2005
2/10/2005
2/10/2005
2/10/2005
2/10/2005
2/10/2005
2/10/2005
2/10/2005
2/15/2005
Sewer Line A STA 39+80
RCW Line A STA 28 + 40
RCW Line A STA 28 + 40
Sewer Line A STA 43+90
Sewer Line A STA 43+90
RCW Line A STA 32 + 60
SD Line "F" STA 17+85
SD Line "F" STA 17+95
SD Line "F" STA 17+05
SD Line "F 186" STA 10+40
SD Line 'F 186" STA 10+15
SD Line "F186" STA 10+10
SD Line 'F 186" STA 10+15
SD Line "F" STA 24+30
SD Line "F" STA 24+30
SD Line "F" Type BG STA 27+94 (appoc.)
SD Line "F" Type BG STA 27+94 (appnc
SD Line "F" Type BG STA 27+94 (apprx
SD Line "F" Type BG STA 27+94 (apprx
SD Line "F" Type BG STA 27+94 (apprx
SD Line "F" Type BG STA 27+94 (appot
SD Line F-186 STA 10+50 (apprx)
SD Line F-186 STA 10+50 (apprx)
SD Line F-186 STA 10+50 (apprx)
SD Line F-186 STA 10+50 (apprx)
SD Line "F-19" STA 10+90
353.0
351.0
353.0
341.0
343.0
341.0
406.0
407.0
408.0
340.0
348.0
350.0
352.0
372.0
374.0
348.0
350.0
352.0
354.0
356.0
358.0
340.0
344.0
346.0
348.0
341.0
9.1%
8.7%
9.5%
8.1%
8.1%
9.9%
10.7%
11,1%
9.1%
11.1%
10.3%
8.7%
95%
9.1%
8.7%
9.5%
7.9%
8.7%
8.3%
9.1%
8.7%
9.1%
8.7%
9.1%
9.9%
11.1%
7.5%
7.5%
7.5%
7.5%
7.5%
7.5%
8.5%
8.5%
6.0%
8.5%
8.5%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
8.5%
129.5
128.6
127.6
130.9
128.2
129.2
127.1
127.9
134.0
128.4
128.9
135.1
134.9
133.4
135.7
135.4
135.9
134.0
137.3
133.9
135.8
136.6
135.8
134.3
133.6
126.3
134.0
134.0
134.0
134.0
134.0
134,0
134.0
132.5
132.5
140.0
132.5
132.5
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
132.5
96%
97%
96%
95%
98%
96%
96%
96%
97%
96%
97%
97%
97%
96%
95%
97%
97%
97%
96%
98%
96%
97%
98%
97%
96%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfiti
utiity backfill
utiity backfill
utiity backfilt
utiity backfilt
utiity backfilt
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
f I ? I I I I I I E I f I I fi fi ffl ffl ffl ffl ffl ffl ffl ffl 11
Contract Number:
Project Name;
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad. California
Tost
#
Sample
# Test Date Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Tost
#
Sample
# Test Date Test Location Elev. (ft)
Field Opt. Field Max. Obt. Req.
216 8 2/15/2005 SD Line "F-19" STA11+10 337.0 9.9% 8.5% 127.1 132.5 96% 95% 217 8 2/15/2005 SD Line "F-19" STA 11+10 339.0 10.3% 8.5% 127.7 132.6 96% 95% 218 8 2/15/2005 SD Line "F" STA 30+20 336.0 11.1% 8.5% 127.2 132.5 96% 95%
219 8 2/15/2005 SD Line "F" STA 30+10 341.0 9.1% 8.5% 128.2 132.5 97% 95% 220 30 2/15/2005 SD Line "F" STA 29+80 344.0 8.7% 6.0% 135.9 140.0 97% 95%
221 8 2/15/2005 SD Line F-19 STA 10+25 349.0 11.1% 8.5% 127.9 132.5 97% 95% 222 8 2/15/2005 SDLine F-15 STA 10+20 369.0 9.5% 8.5% 128,7 132.5 97% 95%
223 30 2/15/2005 SD Line F-15 STA 10+20 371.0 8.3% 6.0% 137.5 140.0 98% 95% 224 30 2/15/2005 SD Line F-19 STA 10+25 351.0 9.5% 6.0% 135.9 140.0 97% 95% 225 30 2/16/2005 SD Line "F" STA 30+20 344.0 8,7% 6.0% 136.7 140.0 98% 95%
226 30 2/16/2005 SO Line "F" STA 29+90 346.0 7.9% 6.0% 136.9 140.0 98% 95% 227 30 2/16/2005 SD Line "F" STA 30+10 348.0 9.5% 6.0% 135.6 140.0 97% 95% 228 30 2/16/2005 SD Line F-19 STA 10+80 346.0 9.5% 6.0% 134.8 140.0 96% 95% 229 30 2/16/2005 SD Line F-19 STA 10+80 348.0 9.1% 6.0% 134.7 140.0 96% 95% 230 30 2/17/2005 SD Line F-19 STA 10+90 350.0 9.5% 6.0% 135.5 140.0 97% 95% 231 30 2/17/2005 SD Line F-19 STA 10+70 352.0 9.1% 6.0% 134.5 140.0 96% 95% 232 8 2/17/2005 SD Line F-14 STA 10+40 388.0 11.1% 8.5% 127.7 132.5 96% 95% 233 30 2/17/2005 SD Line F-14 STA 10+40 390.0 9.1% 6.0% 133.7 140.0 96% 95% 234 30 2/17/2005 SD Line F-14 STA 10+50 392.0 8.7% 6.0% 134.8 140.0 96% 95%
235 30 2/24/2005 SD Line F-15 STA 10+15 373.0 9.9% 6.0% 135.8 140.0 97% 95% 236 30 2/24/2005 SD Line F-15 STA 10+10 375.0 9.1% 6.0% 136.1 140.0 97% 95%
237 30 2/24/2005 SD Line F-15 STA 10+05 377.0 10.3% 6.0% 133.9 140.0 96% 95% 238 8 2/25/2005 SD Une F-15 STA 10+80 374.0 11.1% 8.5% 129.4 132.5 98% 95%
239 8 2/25/2005 SD Line F-13 STA 10+20 405.0 10.3% 8.5% 127.1 132.5 96% 95% 240 30 2/25/2005 SD Line F-15 STA 10+60 372.0 9.1% 6.0% 134.9 140.0 96% 95% 241 30 2/25/2005 SD Line F-15 STA 10+80 376.0 9.9% 6.0% 135.3 140.0 97% 95% 242 30 2/25/2005 SDLine F-13 STA 10+30 406.0 9.1% 6.0% 136.7 140.0 98% 95%
' 1 SIII r 1 1 i f 1 1 1 1 1 1 1 f i f 1 ff 1 ff i ff 1
Conform
Non-Conform
Remarks
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
utiity backfill
utitty backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number:
Project Name;
Location;
65808
Rancho Sanla Fe Road North, Phase 2
Cartsbad, California
Test
Jl
Sample
Jl Test Date Test Localion Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff ff Test Localion Elev. (ft) Remarks
243 8 ;i/;^/9onR 1 ina cm R CTA i nj.in
Fiold Opt Field Max. Obt. Req. Non-Conform
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
8
30
30
30
30
30
8
8
33
8
8
30
30
30
30
30
30
30
30
30
30
30
30
30
3/3/2005 SD Line F-18 B STA 10+20
3/3/2005 SD Line F-18 6 STA 10+20
3/3/2005 SD Line F-18 B STA 10+10
3/4/2005 SD Line F-18 B STA 10+10
3/4/2005 SD Line F-18 B STA 10+20
3/4/2005 SD Line F-18 B STA 10+15
3/7/2005 H20 Line -1 STA 11 +50
3/7/2005 H20 Line -1 STA 10+25
3/7/2005 H20 Line -1 STA 11 +00
3/7/2005 H20 Line -1 STA 12+30
3/7/2005 H20 Line -1 STA 12+30
3/7/2005 H20 Line -1 STA 12+20
3/7/2005 SD Line F-18 B STA 10+40
3/7/2005 SD Line F-18 B STA 10+40
3/7/2005 SD Line F-18 B STA 10+35
3/7/2005 SD Line F-18 B STA 10+40
3/7/2005 SD Line F-18 B STA 10+35
3/7/2005 SD Line F-18 B STA 10+35
3/8/2005 SD Line F-18 B STA 10+35
3/8/2005 SD Line F-18 B STA 10+55
3/8/2005 SD Line F-18 B STA 10+55
3/8/2005 SD Line F-18 B STA 10+55
3/8/2005 SD Line F-18 B STA 10+55
3/8/2005 SD Line F-18 B STA 10+55
3/9/2005 SD Line F-13 @ Type "B" Inlet STA 10+55
3/9/2005 SD Line F-13 @ Type "B" Inlet STA 10+55
346.0
348.0
350.0
352.0
354.0
355.0
350.0
351.0
352.0
344.0
346.0
348.0
342.0
344.0
346.0
348.0
350.0
352.0
354.0
344.0
346.0
348.0
350.0
352.0
405.0
407.0
10.3%
8.7%
9.1%
9.1%
9.5%
8.7%
11.1%
9.9%
8.7%
10.3%
10.7%
9,1%
11.1%
8.3%
9.1%
7,9%
9,5%
9,1%
9.5%
8.3%
9.9%
8.7%
9.1%
8.7%
9,1%
9.9%
8.5%
6.0%
6.0%
6.0%
6.0%
6.0%
8.5%
8.5%
7.5%
8.5%
8.5%
8.5%
8.5%
6.0%
6.0%
6.0%
6,0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
127.7
135.9
134.2
135.9
134.7
134.8
126.0
128.7
129.6
129,0
127.6
128.1
127.5
136.2
134.5
135.1
134.2
136.4
133.9
136.7
134.3
136.8
135.9
135.3
135.0
134.8
132.5
140.0
140.0
140.0
140.0
140.0
132.5
132.5
134.0
132.5
132.5
132.5
132.5
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
96%
97%
96%
97%
96%
96%
95%
97%
97%
97%
96%
97%
96%
97%
96%
97%
96%
97%
96%
98%
96%
98%
97%
97%
96%
96%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
utiity backfilt
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
t I fl 'I II fl fi fi fi ffi ffi ffi ffi ffl fl ffi
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Carisbad, California
Test
#
Sample
# Test Date Test Location Elev. (ft)
Moisture Dry Density (pcf) Test
#
Sample
# Test Date Test Location Elev. (ft)
Field 1 Opt. Field Max.
270 30 3/9/2005 SD Line F-14 @ Type "B" Inlet STA 10+65 392.0 8.3% 6.0% 135.5 140.0
271 30 3/9/2005 SD Line F-14 @ Type "B" Inlet STA 10+70 393.0 9.1% 6.0% 134.5 140.0 272 30 3/9/2005 SD Line F-15 @ Type "B" Inlet STA 10+98 376.0 9.1% 6.0% 136.3 140.0
273 30 3/9/2005 SD Line F-15 @ Type "B" Inlet STA 10+98 378.0 7.9% 6.0% 135.8 140.0 274 30 3/14/2005 RCW Line - B Metering Statton STA STA 21+25 340.0 9.1% 6.0% 132.3 140.0 275 30 3/14/2005 RCW Line - B Metering Station STA STA 21+25 342.0 7.9% 6.0% 135.4 140.0
276 30 3/14/2005 RCW Line - B Metering Station STA STA 21 +25 344.0 8,7% 6.0% 130.5 140.0 277 30 3/14/2005 RCW Line - B Metering Statton STA STA 21+25 346.0 7.5% 6.0% 135.9 140.0
278 30 3/14/2005 RCW Line - B Metering Station STA STA 21+25 348.0 8.3% 6.0% 136.1 140.0 279 30 3/15/2005 RCW Line - B 2" Senrice STA 21 +75 342.0 9.1% 6.0% 133.1 140.0
280 30 3/15/2005 RCW Line - B 2" Service STA 21+75 344.0 8.3% 6.0% 132.8 140.0 281 30 3/15/2005 RCW Line - B 2" Service STA 21 +75 346.0 7.5% 6.0% 133.1 140.0 282 30 3/15/2005 RCW Line - B 2" Sen/ice STA 21 +75 348.0 7.9% 6.0% 136.2 140.0
283 30 3/15/2005 RCW Line - B 2" Service STA 21 +75 350.0 9.1% 6.0% 135.5 140.0 284 8 3/17/2005 H20 Line! STA 10+15 352.0 10.3% 8.5% 127.4 132.5 285 30 3/17/2005 H20 Line ISTA 10+05 354.0 8.7% 6.0% 135.1 140.0
286 8 3/18/2005 SD Line F-17 STA 10+40 357.0 10.7% 8.5% 127.1 132.5 287 8 3/18/2005 4" H20 Line Vallecitos STA 21+50 1'AP 9.9% 8.5% 129.5 132.5
288 30 3/22/2005 SD F-19 STA 10+52 354.0 9.1% 6.0% 135.4 140.0
289 30 3/22/2005 SD F-19 STA 10+00 353.0 7.9% 6.0% 136.1 140.0 290 8 3/24/2005 SD Line F-16 Inlet Box STA 10+31 367.0 11.1% 8.5% 129.9 132.5
291 8 3/25/2005 SD Line t Inlet Box STA 10+31 Sklewalk 11.5% 8.5% 129.6 132.5 292 8 3/29/2005 RCW Line-A STA 27+50 353.0 10.7% 8.5% 129.8 132.5
293 8 3/29/2005 RCW Line-A STA 26+00 356.0 11.5% 8.5% 129.4 132.5 294 8 3/29/2005 RCW Line-A STA 24+50 363.0 11.1% 8.5% 128.8 132.5 295 8 3/30/2005 SD Line F-14 Inlet STA 10+00 393.0 11.1% 8.5% 128.9 132.5
296 8 3/31/2005 RCW Line-A STA 23+00 370.0 10.3% 8.5% 128.2 132.5
1 1 flll f 1 f 1 f 1 I 1 t 1 { 1 1 i 1 1 1 1 1
Relative Comp.
Obt. Req.
Conform
Non-Conform
Remarks
97%
96%
97%
97%
95%
97%
93%
97%
97%
95%
95%
95%
97%
97%
96%
97%
96%
98%
97%
97%
98%
98%
98%
98%
97%
97%
97%
95%
95%
95%
95%
90%
90%
90%
95%
95%
90%
90%
90%
95%
95%
95%
95%
90%
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
Conform
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
uttity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad. California
Test
#
Sample
# Test Date Test Location Etev. (ft)
Moisture
Fiold Opt
297 30 3/31/2005 RCW Line-A STA 27+00 354.0 8.7% 6.0% 298 30 3/31/2005 RCW Line-A STA 25+50 356.0 7.9% 6.0%
299 30 4/1/2005 Sewer Line A STA 25+80 414.0 7.5% 6.0%
300 30 4/1/2005 RCW Line A STA 24+50 365.0 8.7% 6.0%
301 30 4/1/2005 RCW Line A STA 23+00 372.0 7.9% 6.0%
302 30 4/1/2005 Sewer Line A STA 25+60 417.0 9.5% 6.0% 303 30 4/1/2005 Sewer Line A STA 25+20 416.0 9.1% 6.0%
304 30 4/1/2005 Sewer Line A STA 25+00 419.0 8.3% 6.0% 305 30 4/1/2005 Sewer Clean Out C STA 10+15 416.0 9.5% 6.0% 306 30 4/1/2005 Sewer Ctean Out C STA 10+15 418.0 8.7% 6.0%
307 8 4/1/2005 RCW Line-A STA 21+50 379.0 11.1% 8.5% 308 8 4/1/2005 RCW Line-A STA 20+05 387.0 10.3% 8.5%
309 30 4/6/2005 Sewer Line A BF MH #7 414.0 9.1% 6.0%
310 30 4/6/2005 Sewer LineABFMH#7 416.0 7.9% 6.0%
311 30 4/6/2005 Sewer Line A BF MH #7 418.0 8.3% 6.0%
312 30 4/8/2005 Sewer Line A STA 24+50 421.0 8.7% 6.0%
313 30 4/8/2005 Sewer Line A STA 24+30 425.0 7.9% 6.0%
314 30 4/8/2005 Sewer Line A STA 24+10 428.0 9.1% 6.0%
315 5 4/8/2005 MH #17 Sewer Line A 327.0 10.3% 7.0%
316 8 4/12/2005 RCW Line BSTA 18+12 353.0 10.3% 8.5%
317 8 4/14/2005 RCW Line-A STA 18+50 397.0 10.3% 8.5%
318 8 4/14/2005 RCW Line-A STA 17+00 405.0 9.9% 8.5%
319 8 4/14/2005 RCW Line-A STA 16+00 411.0 11.1% 8.5%
320 8 4/14/2005 RCWLine-A STA 14+50 414.0 10.7% 8.5% 321 30 4/18/2005 Sewer Line A STA 23+90 423.0 8.7% 6.0%
322 30 4/18/2005 Sewer Line A STA 23+60 426.0 7.9% 6.0% 323 30 4/18/2005 Sewer Line A STA 23+70 428.0 9.1% 6.0%
1 1 1 1 f I f i f 1 f 1 f 1 1 1 f 1 f 1
Dry Density (pcf)
Fiold Max.
Relative Comp.
Obt Req.
Conform
Non-Conform
Remarks
134.4
134.5
134.8
134.2
134.0
135.3
134.6
134.3
134.9
133.9
128.9
129.0
1355
134.9
133.5
133.8
136.1
135.2
132.1
130.4
127.1
128.3
128.9
132.5
135.9
136.3
134.3
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
132.5
132.5
140.0
140.0
140.0
140.0
140.0
140.0
137.5
132.5
132.5
132.5
132.5
132.5
140.0
140.0
140.0
96%
96%
96%
96%
96%
97%
96%
96%
96%
96%
97%
97%
97%
96%
95%
96%
97%
97%
96%
98%
96%
97%
97%
100%
97%
97%
96%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
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
Conform
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfill
utiity backflll
utiity backfilt
utiity backfill
uttity backfill
utiity backfill
utitty backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utirty backflll
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfill
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test Sample
JI Test Dale Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
324
ff
30 4/ifi/7nnfi
Test Location Elev. (ft)
Field Opt. Field IMax. Obt Req. Non-Conform
Remarks
325 30 4/18/2005 Sewer Line D STA 10+90
326 30 4/18/2005 Sewer Line D STA 10+95
327 30 4/18/2005 Sewer Line D STA 11+00
328 30 4/18/2005 RCW Line-A STA 14+50
329 30 4/18/2005 RCW Line-A STA 21+50
330 30 4/18/2005 RCW Lina^A STA 20+00
331 30 4/18/2005 RCW Line-A STA 18+50
332 30 4/18/2005 RCW Line-A STA 17+00
333 30 4/18/2005 RCW Line-A STA 15+50
334 30 4/18/2005 RCW Line-A STA 14+50
335 8 4/20/2005 SDG&E Conduit Trench BF STA 211+50
336 17 4/20/2005 H20 Line I STA 10+00
337 17 4/20/2005 RCW Line B STA 18+20
338 38 4/21/2005 RCW Line B STA 18+12
339 30 4/21/2005 SD Line F19 B-1 Inlet STA 10+52
340 8 4/22/2005 RCW Line A STA 13+50
341 8 4/22/2005 VWD H20 Valve Cans Metrose STA 211 +00
342 8 4/22/2005 VWD H20 Valve Cans Melrose STA 211+00
343 8 4/22/2005 VWD H20 Valve Cans Melrose STA 211+00
344 30 4/25/2005 RCW Line A STA 13+20
345 30 4/25/2005 RCW Line A STA 13+50
346 8 4/25/2005 H20 Line J STA 10+05
347 8 4/25/2005 H20 Line J STA 10+50
348 30 4/25/2005 H20 Line J STA 10+50
349 30 4/25/2005 H20 Line J STA 10+25
350 30 4/25/2005 H20 Line J STA 10+05
424.0
426.0
428.0
416.0
381.0
389.0
399.0
407.0
415.0
418.0
351 0
SG
SG
BG
SG
420.0
SG
12" Below
6" Below
428.0
422.0
358.0
359.0
361.0
361.0
363,0
7.9%
6.8%
8.7%
9.5%
9.1%
7.5%
7.1%
8.3%
7.1%
8.3%
11.1%
9.5%
10.3%
10.3%
9.5%
11.1%
8.7%
7.5%
8.7%
9.5%
8.7%
10.7%
11.1%
8.4%
8.3%
9.5%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6,0%
8,5%
9.5%
9.5%
8.0%
6.0%
8.5%
6.5%
6.5%
6.5%
6.0%
6,0%
8.5%
8.5%
6.0%
6.0%
6.0%
135.8
136.2
135.2
134.9
135.9
136.1
135.9
134.6
135.3
134.1
128.8
123.4
125.0
128.2
135.3
128.7
139.1
139.2
137.5
134,3
135.9
129.4
128,5
136.4
134.9
134.8
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
140.0
132.5
128.0
128.0
134.5
140.0
132.5
143.0
143.0
143.0
140.0
140.0
132.5
132.5
140.0
140.0
140.0
97%
97%
97%
96%
97%
97%
97%
96%
97%
96%
97%
96%
98%
95%
97%
97%
97%
97%
96%
96%
97%
98%
97%
97%
96%
96%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
utiity backfill
utiity backfiti
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
uttity backfilt
utiity backfill
uttity backfiti
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backftit
utiity backfill
I I fl fl 11 11 fi fi fl II II fl fi fl fl f I 1 I i I 1 ff 1
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test
#
Sample Tost Date Test Location Etev. (ft)
Moisture
Field Opt.
Dry Density (pcf)
Field Max.
351 30 4/25/2005 RCW Line A STA 14+40 419.0 7.9% 6.0% 135.9 140.0
352 8 4/26/2005 RCW Line A 8" Blow Off STA 14+22 415.0 10.7% 8.5% 126,6 132.5 353 8 4/26/2005 SDG&E Conduit Trench BF Melrose STA 211 +50 348.0 11.1% 8.5% 127,5 132.5 354 39 4/26/2005 SDG&E Conduit Trench BF Melrose STA 211+50 SG 8.3% 6.5% 139.8 143.0 355 39 4/27/2005 SDG&E Conduit Trench BF STA211+50 BG 9.1% 6.5% 138.2 143.0 356 8 4/27/2005 H20 Line-L STA 10+55 417.0 11.1% 8.5% 127.1 132.5
357 8 4/27/2005 2" Irrigatton Lat, RSF STA 266+30 365.0 10.7% 8.5% 126.6 132.5 358 30 4/27/2005 2" tn-igatton Lat RSF STA 266+30 366.0 8.7% 6.0% 134.5 140.0 359 30 4/27/2005 2" Irrigation Lat. RSF STA 266+30 368.0 9.5% 6.0% 134.8 140.0 360 8 4/27/2005 2" Imgation Lat. RSF STA 266+60 363.0 11.1% 8.5% 127.9 132.5 361 30 4/27/2005 2" In-igatton Lat. RSF STA 266+60 364.0 9.1% 6.0% 135.6 140.0
362 30 4/27/2005 2" Irrigation Lat RSF STA 266+60 366.0 7.9% 6.0% 135.9 140.0 363 39 4/29/2005 RCW Line BSTA 18+10 BG 10.2% 6.5% 136.8 143.0 364 39 4/29/2005 H20 Line ISTA 10+05 BG 9.9% 6.5% 136.0 143.0 365 AC 4/29/2005 RCWLine BSTA 18+10 AC Grade 138.9 146.6 366 AC 4/29/2005 H20 Line ISTA 10+10 AC Grade 139.3 146.6 367 30 5/2/2005 RCW Une A 8" LAT STA 14+22 417.0 9.1% 6.0% 137.7 140.0 368 30 5/2/2005 RCW Une A 8" LAT STA 14+22 419.0 8.3% 6.0% 136.5 140.0
369 30 5/2/2005 RCW Une A 8" LAT STA 14+22 421.0 8.7% 6.0% 135.4 140,0 370 8 5/2/2005 H20 Line L STA 10+70 419.0 10.7% 8.5% 126.4 132,5
371 47 5/3/2005 SD Line F STA 17+00 415.0 11.5% 9.5% 131.5 137.0 372 47 5/3/2005 SD Line F STA 17+50 418.0 10.7% 9.5% 132.9 137.0
373 47 5/4/2005 SD Line F STA 17+00 418.0 10.7% 9.5% 133.2 137.0 374 8 5/4/2005 H20 Line L STA 10+35 414.0 11.1% 8.5% 128,2 132.5
375 47 5/4/2005 H20 Line L STA 10+40 416.0 9.9% 9.5% 132.7 137.0 376 47 5/4/2005 H20 Line L STA 10+30 418.0 10.3% 9.5% 132.6 137.0 377 47 5/4/2005 H20 Une L STA 10+30 420.0 11.1% 9.5% 130.4 137.0
r ^
e
f 9 f 1 f i ff i t 1 f 1 1 1 1 1 1 1 1 1 1 i
Relative Comp.
Obt Req.
Conform
Non-Conform
Remarks
97%
96%
96%
98%
97%
96%
96%
96%
96%
97%
97%
97%
96%
95%
95%
95%
98%
98%
97%
95%
96%
97%
97%
97%
97%
97%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
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
Conform
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
uttity backfill
utiity backfill
utiity backfilt
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
uttity backfiti
utiity backfilt
utiity backfill
utiity backfill
uttity backfill
utitty backfill
utiity backfill
utiity backfill
uttity backfill
fflllllililfl
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Cartsbad, California
Test # Sample
M Test Date Test Location Elev. (ft)
I7n n
Moisture Dry Densiiy (pcf) Relative Comp. Conform
Remarks
378
IT
8 5/4/2005 2: In- Service STA 265+00
Elev. (ft)
I7n n
Field
in •ao/.
Opt.
a CO/.
Field Max. Obt. Req. Non-Conform
Remarks
379 8 5/4/2005 2: Irr Service STA 263+49
380 47 5/4/2005 SD Line F STA 16+50
381 47 5/4/2005 SD Line F STA 16+50
382 30 5/4/2005 2" Irr., Service STA 265+00
383 47 5/4/2005 SD Line F STA 16+00
384 8 5/5/2005 2" Irr. Service STA 264+50
385 47 5/9/2005 CTS STA 257+00
386 30 5/9/2005 CTS STA 257+00
387 47 5/9/2005 SD-F-12 STA 10+30
388 47 5/9/2005 SD-F-12 STA 10+30
389 30 5/9/2005 SD-F-12 STA 10+30
390 47 5/10/2005 SD Line F STA 15+90
391 47 5/10/2005 SD Line F-12 STA 10+10
392 47 5/10/2005 SD Line F-12 STA 10+10
393 47 5/10/2005 SD Une F-11 STA 10+90
394 47 5/10/2005 SD Line F STA 16+00
395 30 5/10/2005 SD Line F STA 16+00
396 47 5/10/2005 SD Line F STA 15+50
397 47 5/10/2005 SD Line F STA 15+00
398 30 5/10/2005 SD Line F STA 15+00
399 47 5/10/2005 SD Line F-12 STA 10+60
400 47 5/10/2005 SD Line F-12 STA 10+70
401 47 5/11/2005 SD Line F-11 STA 10+90
402 30 5/11/2005 SD Line F-11 STA 10+90
403 8 5/16/2005 H20 Line L STA 11 +00
404 30 5/16/2005 H20 Line L STA 11+00
379.0
417.0
419.0
372.0
418.0
373.0
416.0
417,0
418.0
420.0
422.0
421.0
418.0
420.0
423.0
423.0
425.0
422,0
428,0
430.0
419.0
421.0
423.0
425.0
420.0
420.0
11.1%
10.7%
9.5%
8.7%
10.3%
10.3%
10.7%
9.1%
11.1%
11.5%
8.7%
10.7%
11.9%
9.9%
12.4%
10.3%
8.7%
12.4%
11.5%
8.3%
11.9%
10.3%
12.4%
9.1%
11.1%
8.7%
8.5%
9.5%
9.5%
6.0%
9.5%
8.5%
9.5%
6.0%
9.5%
9.5%
6.0%
9.5%
9.5%
9.5%
9.5%
9.5%
6.0%
9.5%
9.5%
6.0%
9.5%
9.5%
9.5%
6.0%
8.5%
6.0%
127.5
130.9
132.1
135.9
131.7
128.2
132.9
134.4
133.5
132.6
135.5
131.9
131.3
132.5
131.0
132.5
136.1
130.9
131.5
135.2
132.1
132.2
130.2
134.6
127.9
134.2
132.5
137.0
137.0
140.0
137.0
132.5
137.0
140,0
137.0
137.0
140.0
137.0
137.0
137.0
137.0
137.0
140.0
137.0
137.0
140.0
137,0
137.0
137.0
140.0
132.5
140.0
96%
96%
96%
97%
96%
97%
97%
96%
97%
97%
97%
96%
96%
97%
96%
97%
97%
96%
96%
97%
96%
96%
95%
96%
97%
96%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
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
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
uttity backfilt
utiity backfill
utitty backfilt
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
uttity backfill
ri II II fi 11 II fi fl fl II i I fl II 11 fl ffl 11 11 ffl
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test
Jl
Sample
JC Tost Date Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
405
ff
30
Test Location Elev. (ft)
Field Opt. Field Max. Obt Req. Non-Conform
Remarks
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
30
30
30
30
30
30
30
8
50
8
8
50
50
47
47
51
47
39
39
39
47
47
30
47
8
8
5/16/2005 Sewer Line-A STA 23+00 431.0
5/16/2005 Sewer Line-A STA 22+00 435.0
5/16/2005 Sewer Line-A STA 22+50 434.0
5/16/2005 Sewer Une-A STA 23+25 433.0
5/16/2005 Sewer Une-A STA 22+00 437.0
5/17/2005 Sewer Line-A STA 21+20 442.O
5/17/2005 Sewer Line-A STA 21+10 444.0
5/18/2005 16" RCW Line B Metering Statton STA 21+25 346.0
5/18/2005 16" RCW Une B Metering Station STA 21+25 348.0
5/18/2005 16" RCW Une B Metering Statton STA 21+47 344.0
5/18/2005 16" RCW Une B Metering Statton STA 21+47 346.0
5/19/2005 16" RCW Line B Metering Statton STA 21+47 348.0
5/19/2005 16" RCW Line B Metering Station STA 21 +47 350.0
5/20/2005 SD Line-F STA 14+00 432.O
5/20/2005 SD Line-F STA 14+50 433.0
5/20/2005 SD Line - F STA 13+80 437.0
5/20/2005 SD Line - F STA 12+80 438.0
5/20/2005 SDG&E Conduit Trench BF Melrose RT STA 211 +35 SG
5/20/2005 SDG&E Conduit Trench BF Melrose RT STA 211 +35 8" Below
5/20/2005 SIDG&EConduitTrenchBF Melrose RT STA 211+35 BG
5/23/2005 SD Line F STA 12+30 443,0
5/23/2005 SD Line F-9 STA 10+15 445,0
5/23/2005 SDLine F-9 STA 10+15 448.0
5/26/2005 SD Line F-11 STA 10+40 425.0
5/26/2005 RCW Une-A STA 12+50 435.0
5/26/2005 RCW Line-A STA 11+50 439.0
9.9%
8.7%
7,9%
8.3%
9.1%
8.7%
9.5%
11.5%
9.1%
11.1%
10.7%
8.7%
7.9%
11.9%
10.3%
9.1%
11.1%
9.1%
8.3%
7.5%
11.5%
11.1%
9.1%
11,5%
11.9%
11.1%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
6.0%
8.5%
6.0%
8.5%
8.5%
6.0%
6.0%
9.5%
9.5%
6.5%
9.5%
6.5%
6.5%
6.5%
9.5%
9.5%
6.0%
9.5%
8.5%
8.5%
134.8
134.8
136.5
133.7
135.1
135.1
134.6
128.3
128.6
127.9
127.5
129.4
129.6
131.5
132.3
129.8
133.3
137.8
136.6
137.1
131.2
133.3
134.6
131.1
126.5
128.8
140.0
140.0
140.0
140.0
140.0
140.0
140.0
132.5
134.0
132.5
132.5
134.0
134.0
137.0
137.0
134.5
137.0
143.0
143.0
143.0
137.0
137.0
140.0
137.0
132.5
132.5
96%
96%
98%
96%
97%
97%
96%
97%
96%
97%
96%
97%
97%
96%
97%
97%
97%
96%
96%
96%
96%
97%
96%
96%
95%
97%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
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
Conform
utiity backfill
utiity backfiti
uttity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utirty backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
uttity backfill
utiity backfill
F 9 I I f 11 11 II fl fl II II fi II 11 11 11 II II ffl ffl
Contract Number;
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test
#
Sample
# Test Date Test Location Elev. (ft)
Moisture
Field Opt.
Dry Densiiy (pcf)
Field
4JJ: 4/ o/;it(/zoo5 RCW Line-A STA 12+50 437.0 10.3% 9.5% 133.4
433 47 5/26/2005 RCW Line-A STA 11 +50 441.0 11.5% 9.5% 131.4 434 8 5/27/2005 Service Crossing STA 250+67 452.0 11.5% 8.5% 127.1
435 25 5/27/2005 Service Crossing STA 250+67 BG 10.3% 7.0% 137.5 436 8 5/27/2005 Sen/ice Crossing STA 250+60 453.0 11.1% 8.5% 128.3
437 25 5/27/2005 Service Crossing STA 250+60 BG 9.9% 7.0% 137.8 438 30 6/2/2005 SD Line F-11 STA 10+60 425.0 7.1% 6.0% 136.2 439 47 6/2/2005 SD Line F-10 STA 10+10 436.0 11.1% 9.5% 130.7
440 30 6/2/2005 SD Line F-10 STA 10+20 438.0 8,3% 6.0% 136.0 441 47 6/2/2005 SD Line F-9 STA 10+10 442.0 9.5% 9.5% 134.1
442 30 6/2/2005 SDLine F-9 STA 10+10 444.0 9.1% 6.0% 133.3 443 30 6/2/2005 SD Line F-9 STA 10+10 446.0 8.7% 6.0% 134.9
444 26 6/7/2005 RCW Une B STA 17+00 SG 11.5% 11.0% 118.0
445 39 6/7/2005 RCW Line BSTA 17+20 6" Below 7.9% 6.5% 137.9
446 39 6/7/2005 RCW Line BSTA 17+00 BG 8.7% 6.5% 137.5
447 8 6/13/2005 RCW Line A STA 33+50 338.0 10.7% 8.5% 127.6 448 8 6/13/2005 RCW Line A STA 35+00 335.0 9.9% 8.5% 128.2
449 8 6/14/2005 RCW Line A STA 34+80 336.0 11.1% 8.5% 126.8 450 8 6/14/2005 RCW Line A STA 33+50 399.0 10.3% 8.5% 128.5
451 8 6/14/2005 RCW Line A STA 33+50 341.0 10.7% 8.5% 126.7
452 8 6/14/2005 RCW Line A STA 34+80 338.0 9.9% 8.5% 129.2 453 5 6/14/2005 RCW Line A STA 34+00 342.0 9.5% 7.0% 131.8
454 8 6/15/2005 RCW Line A STA 32+99 344.0 10.7% 8.5% 126.6 455 5 6/15/2005 RCW Line A STA 32+99 346.0 8.3% 7.0% 131.9
456 8 6/20/2005 RCW Line A STA 35+60 325.0 11.5% 8.5% 125.7 457 8 6/21/2005 SD Line 1-2 STA 11+00 332.0 11.5% 8.5% 127.2 458 8 6/21/2005 SDLine 1-2 STA 11+00 335.0 10.3% 8.5% 128.1 459 8 6/21/2005 RCW Line A STA 35+80 325.0 11.1% 8.5% 127.9
f 1 1 1 1 1 llllll 1 1 flli 1 1 ff 1
Max.
Relative Comp.
Obt. Req.
Conform
Non-Conform
Remarks
137.0
137.0
132.5
143.0
132.5
143.0
140.0
137.0
140.0
137.0
140.0
140.0
121.5
143.0
143.0
132.5
132.5
132.5
132.5
132.5
132.5
137.5
132.5
137.5
132.5
132.5
132.5
132.5
97%
96%
96%
96%
97%
96%
97%
95%
97%
98%
95%
96%
97%
96%
96%
96%
97%
96%
97%
96%
98%
96%
96%
96%
95%
96%
97%
97%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
90%
95%
95%
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
Conform
Conform
Conform
Conform
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utitty backfilt
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
f I
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad. California
Tost
#
Sample Tost Date Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp.
Tost Date Test Location Elev. (ft)
Field Opt. Field Max. Obt. Req.
6/23/2005 RCW Une A STA 35+35 331.0 11.5% 8.5% 127.1 132.5 96% 95% 6/23/2005 RCW Une A STA 35+20 339.0 10.7% 8.5% 128.9 132.5 97% 95%
6/23/2005 RCW Line A STA 34+95 340.0 11.1% 8.5% 128.7 132,5 97% 95% 6/24/2005 RCW Line A STA 35+20 341.0 9.5% 7.0% 133.4 137.5 97% 95%
6/24/2005 RCW Line A STA 35+35 335.0 9.1% 7.0% 132.5 137.5 96% 95% 6/24/2005 RCW Line A STA 35+60 327.0 11.5% 8.5% 127.9 132.5 97% 95% 6/24/2005 RCW Une A STA 35+75 329.0 10.7% 8.5% 128.2 132.5 97% 95%
6/24/2005 RCW Line A STA 35+60 331.0 8.3% 7.0% 133.9 137.5 97% 95% 6/24/2005 RCW Line A STA 35+50 336.0 9.5% 7.0% 131 9 137.5 96% 95% 6/24/2005 RCW Line A STA 35+35 338.0 8.7% 7.0% 132.6 137.5 96% 95%
6/27/2005 RCW Line A STA 36+25 325.0 11.3% 8.5%, 128.5 132.5 97% 95% 6/27/2005 RCW Une A STA 36+25 327.0 9.9% 8.5% 128.8 132.5 97% 95% 6/27/2005 RCW Une A STA 36+25 329.0 9.5% 7.5% 133.9 137.5 97% 95%
6/27/2005 RCW Une A STA 36+00 331.0 7.9% 7.5% 134.3 137.5 98% 95% 6/27/2005 RCW Line A STA 35+60 333.0 8.7% 7.5% 131.6 137.5 96% 95% 6/27/2005 RCW Line A STA 35+60 335.0 7.5% 7.5% 133.0 137.5 97% 95%
6/27/2005 RCW Line A STA 35+40 340.0 8.3% 7.5% 131.7 137.5 96% 95% 6/28/2005 BF oto SD Line 1 -2 11+00 332.0 10.3% 8.5% 124.2 131.0 95% 90%
6/28/2005 BF oto SD Line 1-2 11+00 335.0 9.1% 8.5% 125.3 131.0 96% 90% 6/28/2005 SD Linel-2 STA 10+97 333.0 11.5% 8.5% 126.9 132.5 96% 90%
6/28/2005 SD Une 1-2 STA 10+97 355.0 9.9% 8.5% 126.4 132.5 95% 90% 6/29/2005 SDLinel STA 10+40 333.0 9.1% 8.5% 129.1 134.0 96% 90% 6/29/2005 SDLinel STA 10+60 335.0 11.5% 8.5% 128.4 134.0 96% 90% 6/29/2005 SDLine 1-2 STA 11+20 332.0 10.3% 8.5% 128.3 134.0 96% 90% 6/29/2005 SDLine 1-2 STA 11+30 334.0 9.9% 8.5% 130.0 134.0 97% 90%
6/29/2005 SDLine 1-2 STA 11+40 336.0 10.7% 8.5% 129.7 134.0 97% 90%
6/30/2005 SDLine 1-2 STA 11+70 332.0 10.3% 8.5% 128.1 134.0 96% 90%
6/30/2005 SDLine 1-2 STA 11+80 334.0 11.1% 8.5% 128 3 134.0 96% 90%
Conform
Non-Conform
Remarks
460
461
462
463
464
465
466
467
468
469
470
471
472
473
474
475
476
477
478
479
480
481
482
483
484
485
486
487
8
8
8
5
5
8
8
5
5
5
8
8
5
5
5
5
5
4
4
8
8
61
61
61
61
61
61
61
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
utiity backfill
utiity backfill
utiity backfill
utitty backfill
utifty backfill
uttity backfiti
utiity backfill
uttity backfiti
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utirty backfill
utirty backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utitty backfill
utiity backfilt
uttity backfill
utitty backfill
utirty backfill
utiity backfiti
utiity backfill
utiity backfill
I ! 1 I I I I I i f i f I I I t ] { f { I E j ( 1 I I f I i
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carisbad, California
Test Sample Tost Date Test Loc:ation
cri 1 ina 1 _0 CTA 1 •) j-On
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks #
Afifi
#
Rl
Test Loc:ation
cri 1 ina 1 _0 CTA 1 •) j-On
Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
489 61 7/1/2005 SD Line I-2 STA 13+10 336.0
490 61 7/1/2005 SD Line I-2 STA 13+20 338.0
491 61 7/1/2005 SD Line I-2 STA 13+15 340.0
492 61 7/1/2005 SD Line I-2 STA 12+90 336.0
493 61 7/1/2005 SD Line I -2 STA 13+00 338.0
494 61 7/1/2005 SD Line t -2 STA 13+45 338.0
495 61 7/1/2005 SD Line I -2 STA 13+55 340.0
496 61 7/1/2005 SD Line 1-2 STA 13+60 342.0
497 51 7/1/2005 SD Line I-2 STA 13+10 342.0
498 61 7/5/2005 SD Line I -2 STA 14+00 338.0
499 61 7/5/2005 SD Line I-2 STA 14+35 340.0
500 61 7/5/2005 SD Line I-2 STA 14+10 342.0
501 61 7/5/2005 VWD 10" RCW 35' LT of SD Line I - 2 STA 12+72 338.0
502 61 7/5/2005 SD Line I-2 STA 14+65 340.0
503 61 7/5/2005 SD Line I-2 STA 14+65 342.0
504 61 7/5/2005 SD Line I-2 STA 14+65 344.0
506 61 7/5/2005 SD Une I-2 STA 12+00 332.0
507 61 7/5/2005 SD Line 1-2 STA 12+10 334.0
508 61 7/5/2005 SD Line I-2 STA 12+00 336.0
509 61 7/6/2005 SD Line I-2 STA 12+15 334.O
510 61 7/6/2005 SD Line I-2 STA 12+75 335.O
511 61 7/6/2005 SD Line I -2 STA 12+75 337.0
512 61 7/6/2005 SD Line t-2 STA 12+75 339.0
513 61 7/6/2005 SD Line I-2 STA 12+00 339,0
514 61 7/6/2005 SD Line I-2 STA 12+80 340.0
515 61 7/8/2005 RCW Une B STA 16+00 341.0
516 61 7/8/2005 RCW Line B STA 15+60 338.0
9.9%
10.3%
11.5%
9.5%
11.1%
9.1%
10.7%
9.1%
8.7%
11.1%
10.3%
10.7%
9.5%
8.7%
8.3%
10.7%
11,1%
9,9%
10.7%
11.5%
9.9%
10.7%
10.3%
9.5%
11.1%
11,1%
10.3%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
6.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
128.8
131.3
128.2
128.7
127.9
128.8
127.6
131.8
131.1
128.8
128.6
128.0
128.0
128.9
130.0
128.2
127.9
128.0
127.3
126.5
127.7
128.4
127.7
129.1
127.9
128.5
128.9
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134,0
134.5
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134,0
134.0
134.0
134.0
1340
134.0
134.0
134.0
134.0
96%
98%
96%
96%
95%
96%
95%
98%
97%
96%
96%
96%
96%
96%
97%
96%
95%
96%
95%
94%
95%
96%
95%
96%
95%
96%
96%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
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
Conform
Conform
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utirty backfiti
uttity backfill
utiity backfill
utiity backfill
uttity backfill
uttity backfill
utiity backfiti
utiity backfill
uttity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
utiity backfill
utiity backfill
I i ( i { I lllll iiiiiiifiiiiiiiiiflilll
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Sanla Fe Road North, Phase 2
Carlsbad. California
Test
#
Sample Test Date Test Localion Elev. (ft)
Moisture
Field Opt.
Dry Density (pcf)
Fiold
517 61 7/11/2005 SDLine 1-2 STA 14+75 340.0 9.9% 8.5% 128.8
518 61 7/11/2005 SD Line 1 -2 STA 14+75 342.0 11.1% 8.5% 128.9
519 30 7/11/2005 VUT Trench LT RSF S Bound STA 269+90 354.0 8.7% 6.0% 133.6
520 61 7/12/2005 RCW Line B STA 14+99 336.0 9.5% 8.5% 130.9 521 61 7/12/2005 RCWLine BSTA 14+95 338.0 10.3% 8.5% 128.6
522 51 7/12/2005 RCW Line BSTA 14+80 340.0 8.3% 6.5% 128.7
523 51 7/12/2005 RCW Une B STA 14+90 342.0 9.1% 6.5% 129.2
524 61 7/12/2005 RCW Line BSTA 15+25 337.0 10.7% 8.5% 128.5
525 61 7/12/2005 RCW Line BSTA 15+60 340.0 9.5% 8.5% 129.4
526 61 7/12/2005 RCW Line BSTA 14+25 338.0 9.1% 8.5% 132.0
527 51 7/12/2005 RCW Line BSTA 16+00 343.0 7.5% 6.5% 129.0 528 61 7/12/2005 RCW Line B STA 13+75 335.0 8.7% 8.5% 129.4
529 61 7/12/2005 RCW Line BSTA 14+00 338.0 9.5% 8.5% 130.2
530 51 7/12/2005 RCWUne BSTA 13+75 340.0 7.9% 6.5% 129.3 531 61 7/13/2005 SDLine 1-1 STA 10+15 336.0 10.7% 8.5% 128.2
532 4 7/13/2005 72" SD Removal BF STA 280+00 334.0 9.9% 8.5% 125.0
533 4 7/13/2005 72" SD Removal BF STA 276+60 336.0 10.3% 8.5% 125.2
534 61 7/13/2005 RCW Une BSTA 13+00 335.0 10.7% 8.5% 128.6
535 61 7/13/2005 RCW Line BSTA 13+25 337.0 10.3% 8.5% 128.1
536 4 7/13/2005 Drainage Canal Removal BF STA 278+65 332.0 10.3% 8.5% 125.3
537 4 7/13/2005 72" SD Removal BF STA 280+00 338.0 9.5% 8.5% 126.8
539 4 7/13/2005 Drainage Canal Removal BF STA 278+75 334.0 8.7% 8,5% 126.8 540 51 7/13/2005 RCW Line STA STA 13+50 340.0 9.1% 7.0% 131.1
541 61 7/14/2005 SDLine 1 - 2 Headwall BF 332.0 11,1% 8.5% 128.8 542 61 7/14/2005 SD Une 1 /1 - 2 Headwall BF 334.0 9,5% 8.5% 129.2
543 61 7/14/2005 SD Line 1/1-2 Headwall BF 336.0 10.3% 8.5% 128.6
544 61 7/14/2005 SDLine 1 - 2 Headwall BF 334.0 8.7% 8.5% 129.6
545 61 7/14/2005 SDLine 1 - 2 Headwall BF 336.0 10.7% 8.5% 128,5
1 1 t 1 i 1 f 1 1 1 i 1 i 1 i 1 f i { 1 \ 1
Max.
Relative Comp.
Obt Req.
Conform
Non-Conform
Remarks
134.0
134.0
140.0
134.0
134.0
134.5
134,5
134,0
134.0
134.0
134.5
134.0
134.0
134.5
134.0
131.0
131.0
134.0
134.0
131.0
131.0
131.0
135.0
134.0
134.0
134.0
134.0
134.0
96%
96%
95%
98%
96%
96%
96%
96%
97%
99%
96%
97%
97%
96%
96%
95%
96%
96%
96%
96%
97%
97%
97%
96%
96%
96%
97%
96%
90%
90%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
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
Conform
Conform
Conform
Conform
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
uttity backfiti
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfill
utitty backfilt
utiity backfilt
uttity backfill
utiity backfill
utiity backfill
I I
Contract Number;
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad. Catifornia
Test
#
Sample
# Test Date Tost Location Elov. (ft)
Moisture
Field
546 61 7/14/2005 RCW Line-BSTA 12+50 336.0 11.1%
547 61 7/14/2005 RCW Line-BSTA 12+60 338.0 9.1%
548 4 7/14/2005 Drainage Canal Removal BF STA 278+60 336.0 10,3%
549 61 7/15/2005 SD Line 1-2 STA 12+30 334.0 11.1%
550 61 7/15/2005 SD Line t-2 STA 12+30 336.0 10.3%
551 61 7/15/2005 SD Line 1-2 STA 12+30 338.0 10.7%
552 61 7/15/2005 SD Line i-2 STA 12+30 340.0 9.5%
553 61 7/18/2005 SD Line t-2 (Box) STA 12+50 334.0 10.7%
554 61 7/18/2005 SD Une 1-2 (Box) STA 12+50 336.0 9.5%
555 61 7/18/2005 SD Line 1-2 (Box) STA 12+50 338.0 10.3%
556 61 7/18/2005 60" SD Removal BF STA 282+00 337.0 10.7%
557 61 7/18/2005 60" SD Removal BF STA 281 +80 339.0 9.1%
558 61 7/18/2005 60" SD Removal BF STA 281 +70 341.0 10.3% 559 61 7/18/2005 RCW Line BSTA 12+20 330.0 11,1%
560 61 7/18/2005 RCW Line BSTA 12+00 332.0 9.5% 561 4 7/18/2005 RCW Line BSTA 12+00 334.0 10.3%
562 4 7/19/2005 60" SD Removal BF STA 281 +00 334.0 10.7%
563 4 7/19/2005 60" SD Removal BF STA 280+90 336.0 9.1%
564 4 7/19/2005 60" SD Removal BF STA 281+20 338.5 10.3%
565 61 7/19/2005 RCW Line BSTA 10+75 336.0 11.1%
566 61 7/19/2005 RCW Line BSTA 11+00 337.0 9.9%
567 31 7/20/2005 60" SD Removal BF STA 340.0 10.3% 568 61 7/21/2005 SD Line 1 STA 11+00 335.0 11.1% 569 61 7/22/2005 SD Line 1-2 STA 14+35 341.0 11.1%
570 61 7/22/2005 SD Une 1-3 STA 10+05 341.0 10.3% 571 4 7/22/2005 SD Line 1 - 2 Headwall 338.0 8.7%
572 61 7/22/2005 SD Linel-3STA10+10 343.0 9.9%
573 4 7/22/2005 SD Line 1-2 STA 14+75 343.0 9.1%
1 3 t 1 1 IIIIIIII i 1 i
Opt
Dry Density (pcf)
Fleld Max.
Relative Comp.
Obt. Req.
Conform
Non-Confomi
Remarks
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
128.6
130.3
127.7
128,4
127,7
127.9
130.5
128.9
129.5
127.9
125.0
126.1
126.1
127.7
128.7
125.7
126.4
127.1
126.3
128.3
130.0
124.7
128.4
128.7
129.0
125.8
129.1
125,9
134.0
134.0
131.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
131.0
131.0
131.0
134.0
134.0
131,0
131.0
131.0
131.0
134.0
134.0
132.0
134.0
134.0
1340
131.0
134.0
131.0
96%
97%
97%
96%
95%
95%
97%
96%
97%
95%
95%
96%
96%
95%
96%
96%
96%
97%
96%
96%
97%
94%
96%
96%
96%
96%
96%
96%
95%
95%
95%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
95%
95%
95%
90%
90%
90%
95%
95%
90%
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
Conform
Conform
utiity backfill
uttity backfiti
uttity backfilt
utiity backfilt
uttity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfilt
uttity backfill
uttity backfill
utirty backfilt
uttity backfill
utiity backfilt
utiity backfiti
utiity backfiti
uttity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfilt
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
f I ififiiiffifftiiilii
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Tost
#
Sample
# Test Date Test Lociallon Elev. (ft)
Moisture
Field Opt.
Dry Densiiy (pcf)
Field Max.
574 61 7/26/2005 SD Line 1 Type B Inlet STA 10+00 334.0 10.3% 8.5% 129.5 134.0
575 61 7/26/2005 SD Line 1 Type B Inlet STA 10+00 336.0 9.9% 8.5% 129,6 134.0
576 61 7/26/2005 RCW Une B 2" Senrice STA 15+04 335.0 11.1% 8.5% 127,9 134.0 577 4 7/26/2005 RCW Une B 2" Sen/ice STA 15+04 337.0 10.3% 8.5% 127.2 131.0 578 4 7/26/2005 RCW Une B 2" Service STA 15+04 339.0 9.5% 8.5% 125.0 131.0
579 4 7/26/2005 RCW Line B 2" Service STA 15+04 341.0 9.9% 8.5% 125.1 131.0 580 4 7/26/2005 RCW Une B 2" Sen/ice STA 15+04 343.0 8.7% 8.5% 127.3 131.0
581 61 7/28/2005 VUT Trench Bedding STA 278+00 333.0 8.3% 8,5% 127.4 134.0
582 61 7/28/2005 VUT Trench Bedding STA 279+00 332.0 9.9% 8.5% 128.2 134.0
583 61 7/28/2005 VUT Trench Bedding STA 280+00 333.0 9.1% 8.5% 130.1 134.0
584 30 7/29/2005 RCW Une A 2" BO BF Trench Bottom STA 14+22 415.0 7.9% 6.0% 135.2 140.0
585 61 8/1/2005 RCW Une A 2" BO BF Trench Bottom STA 14+22 417 0 10.7% 8,5% 128.5 134.0 586 30 8/1/2005 RCW Une A 2" BO BF Trench Bottom STA 14+22 419.0 8.7% 6.0% 136.4 140.0 587 30 8/1/2005 RCW Line A 2" BO BF Trench Bottom STA 14+22 421.0 9.1% 6.0% 134.5 140.0
588 1 8/1/2005 SD Une F-11 STA 10+10 434.0 10.3% 8.5% 128.4 133.5
589 1 8/1/2005 SD Line F-11 STA 10+00 436.0 9.9% 8.5% 127.8 133.5 590 1 8/1/2005 SD Line F-11 STA 10+00 438.0 8.7% 8.5% 130,7 133.5
591 1 8/1/2005 SD Line F-10 STA 10+00 440.0 10.7% 8.5% 128,9 133.5 592 61 8/2/2005 H20 Line L STA 10+25 416.0 11.1% 8.5% 128.4 134.0
593 30 8/2/2005 H20 Line L STA 10+25 418.0 7.9% 6.0% 135.1 140.0 594 61 8/2/2005 JVT BF STA 279+00 335.0 10.7% 8.5% 128.9 134.0
595 4 8/3/2005 JVT BF STA 279+00 337.0 10.3% 8.5% 125.9 131.0 596 61 8/3/2005 SD Line ISTA 11+10 334.0 11.1% 8.5% 127.9 134.0 597 5 8/4/2005 North SBC Trench BF STA 10+30 340.0 9.1% 7.0% 131.7 137.5 598 5 8/4/2005 North SBC Trench BF STA 10+20 343.0 7.9% 7.0% 132.3 137.5 599 61 8/4/2005 JVT BF STA 270+00 353.0 11.1% 8.5% 129.9 134.0 600 30 8/4/2005 JVT BF STA 270+00 355.0 8.3% 6.0% 133.8 140,0
601 61 8/4/2005 South SBC Trench BF STA 10+30 336.0 10,3% 8.5% 131.0 134.0
' 1 1 1 1 1 1 1 1 1 1 i > I 1 ' ! 1 1 ff 1 f i
Relative Comp.
Obt. Req.
Conform
Non-Conform
Remarks
97%
97%
95%
97%
95%
95%
97%
95%
96%
97%
97%
96%
97%
96%
96%
96%
98%
97%
96%
97%
96%
96%
95%
96%
96%
97%
96%
98%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
uttity backfill
uttity backfill
utiity backfill
utiity backfiti
utiity backfill
utiity backfill
utiity backfill
utitty backfill
utiity backflll
utiity backfill
uttity backfilt
uttity backfilt
uttity backfiti
uttity backfiti
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
lillllitfflfl
Contract Number:
Project Name;
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
6S808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Catifornia
Test
n
Sample
ft Test Date Test Location Elev. (ft)
lio n
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks tr
602 61 8/4/2005 South SBC Trennh RF STA 1 n+'^R
Elev. (ft)
lio n
Field
4 4 4oy
Opt Field 1 Max. Obt Roq. Non-Conform
Remarks
603
604
605
606
607
608
609
610
611
612
613
614
615
616
617
618
619
620
621
622
623
624
625
626
627
628
629
61
50
5
5
61
5
1
61
61
61
61
4
4
61
61
51
61
61
61
61
61
61
61
61
39
39
39
8/5/2005 RCW Une B 4" BO BF STA 21+60 350.0
8/5/2005 RCW Line B 4" BO BF STA 21 +60 352.0
8/5/2005 SBC S. Trench BF STA 10+20 340.O
8/5/2005 SBC S. Trench BF STA 10+20 342.O
8/5/2005 JVT BF STA 275+35 342.0
8/5/2005 JVT BF STA 275+35 344,0
8/8/2005 SDLine F-10 STA 10+00 442.0
8/8/2005 JVT BF STA 277+50 339.0
8/8/2005 JVT BF STA 277+00 3410
8/8/2005 RCWLine B4" BO STA 12+19 331,0
8/8/2005 RCW Une B 4" BO STA 12+19 333,0
8/8/2005 RCW Line B 4" BO STA 12+19 335.0
8/9/2005 RCW Line B 4" BO STA 12+19 337.0
8/9/2005 JVT BF STA 281+50 338.0
8/9/2005 JVT BF STA 281+50 340.0
8/9/2005 JVT BF STA 281+50 342.0
8/9/2005 JVT BF STA 276+00 343^0
8/10/2005 SOLineF-11 Type B-1 Inlet STA 10+50 SG
8/10/2005 RCW Une B Pump Metering Station STA 21+35 345,0
8/10/2005 RCW Une B Pump Metering Statton STA 21+35 347.0
8/10/2005 RCW Line B Pump Metering Station STA 21 +35 349.0
8/11/2005 RCW Line B 2" Air. Vac. BF STA 10+07 340.O
8/12/2005 JUT BF STA 283+00 343,0
8/12/2005 JUT BF STA 283+00 345.0
8/15/2005 RCWLine BSTA21+47 1'Betow
8/15/2005 RCW Line BSTA 21+47 ,5'Below
8/15/2005 RCWLine BSTA 21+47 BG
10,3%
9.5%
8.3%
7.5%
10.3%
8.7%
9.1%
11.1%
9.9%
11,1%
10.7%
10.3%
10.3%
11.1%
10.3%
7.9%
9.9%
10.3%
11,1%
10.3%
9.9%
10.7%
9.9%
10.3%
6.8%
7,5%
8.3%
8.5%
6.0%
7.0%
7,0%
8,5%
7,0%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
6.5%
6.5%
6.5%
130.4
130.1
131.4
137.5
134.0
137.5
129.1
128.7
129.5
129.5
128.5
126.8
125,5
128.1
129.6
128.7
129.1
129.6
128.6
129.0
130.4
128.2
127.9
128.6
137.0
137.5
136.6
134.0
134.0
137.5
137.5
134.0
137.5
133.5
134.0
134.0
134.0
134.0
131.0
131.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
143.0
143.0
143.0
97%
97%
96%
100%
100%
100%
97%
96%
97%
97%
96%
97%
96%
96%
97%
96%
96%
97%
96%
96%
97%
96%
95%
96%
96%
96%
96%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
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
Conform
Conform
uttity backfill
utiity backfiti
utiity backfilt
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfilt
uttity backfill
utiity backfill
utiity backfill
utiity backfilt
uttity backfiti
uttity backfill
uttity backfill
uttity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
uttity backfill
utiity backfilt
utiity backfill
t t \ i II II fl filial II li It fiffifi fi fflffl ffl
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
#
Sample
# Test Date Tost Localion
630 61 8/16/2005 JUT BF STA 276+05 (Apprx.) 65' LT CL
631 61 8/16/2005 RCW Line A 4" Air Vac STA 35+19
632 61 8/16/2005 RCW Line A 4" BO STA 35+05
633 5 8/16/2005 RCW Une A 4" BO STA 35+05
634 5 8/16/2005 RCW Line A 4" BO STA 35+05
635 61 8/16/2005 RCW Line B Cathodic BF STA 13+00
636 4 8/16/2005 RCW Une B Cathodto BF STA 13+00
637 30 8/18/2005 SD Line F-12 10+00 (Apprx)
638 30 8/18/2005 SD Line F-12 10+00 (Appnc)
639 30 8/18/2005 SD Une F-12 10+00 (Appnt)
640 61 8/19/2005 RCW Une A 2" Sen/ice STA 34+12
641 5 8/19/2005 RCW Une A 2" Service STA 34+12
642 5 8/19/2005 RCW Line A 2" Sen/ice STA 34+12
643 61 8/22/2005 H20 Line H STA 10+10
644 5 8/22/2005 H20 Line H STA 10+10
645 30 8/23/2005 Electric Sen/ice Crossing STA 255+00 (Apprx ) 20'
CTofCL
646 30 8/23/2005 Imgation Sen/ice Crossing STA 259+00, 30' RT
647 30 8/23/2005 Etectric Service Crossing STA 260+75, 10' LT of CL
648 30 8/24/2005 Inigafion Service X-ing STA 266+78 35'LT of CL
649 30 8/24/2005 Inigation Sen/ice X-ing STA 267+40 20'LT of CL
650 30 8/24/2005 Electric Service X-ing STA 268+75
651 30 8/24/2005 Imgation Service X-ing STA 269+40, 10' LT of CL
652 5 8/24/2005 Inigatton Sen/ice X-ing STA 276+15, 30' LT of CL
653 51 8/25/2005 In-igation Service X-ing STA 10+75
654 61 8/25/2005 RCWLine B4" BO STA 12+19
655 61 8/25/2005 RCW Une B 4" BO STA 12+19
1 i 1 1 s f 1 1 1 1 1 1 1 f 1
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Non-Conform
Elev. (ft)
Field Opt. Field Max. Obt. Req.
Conform
Non-Conform
344.0 11.1% 8.5% 127.7 134,0 95% 95% Conform
340.0 11.5% 8.5% 127.5 134.0 95% 95% Conform
337.0 10.3% 8.5% 127.7 134.0 95% 95% Conform
339.0 7.5% 7.0% 133.0 137.5 97% 95% Conform
341.0 8.3% 7.0% 132.7 137.5 97% 95% Conform
338.0 10.7% 8.5% 128.6 134.0 96% 95% Conform
340.0 9.1% 8.5% 126.5 131.0 97% 95% Conform
418.0 8.3% 6.0% 134.1 140.0 96% 95% Conform
420.0 7,1% 6.0% 136.1 140.0 97% 95% Conform
422.0 7,9% 6.0% 135.8 140.0 97% 95% Conform
338.0 10.3% 8.5% 128.6 134.0 96% 95% Conform
340.0 9.1% 7.0% 131.7 137.5 96% 95% Conform
342.0 8.3% 7.0% 133.7 137.5 97% 95% Conform
339.0 10.3% 8.5% 128.2 134.0 96% 95% Conform
341.0 7.5% 7.0% 132,2 137.5 96% 95% Conform
SG 7,5% 6.0% 136,5 140.0 98% 95% Conform
Remarks
utiity backfiti
utiity backfill
uttity backfilt
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
uttity backfill
uttity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
SG 8.3% 6.0% 134.7 140.0 96% 95% Conform uttity backfiti
SG 7.1% 6.0% 134.6 140.0 96% 95% Conform utiity backfill
SG 6.4% 6.0% 134.8 140.0 96% 95% Conform utiity backfill
SG 9.1% 6.0% 135.3 140.0 97% 95% Conform utiity backfiti
SG 7.9% 6.0% 134.6 140.0 96% 95% Conform utiity backfilt
SG 7.1% 6.0% 134.9 140.0 96% 95% Conform utiity backfiti
SG 9.1% 7.0% 131.9 137.5 96% 95% Conform utiity backfiti
SG 8.7% 7.0% 130,2 135.0 96% 95% Conform utiity backfill
331.0 11,1% 8.5% 128.9 134.0 96% 95% Conform utiity backfill
333.0 11.5% 8.5% 127.8 134.0 95% 95% Conform utiity backfill
1 1 1 1 ( 1 r 1 f 1 f 1 f 1 1 i 1 i
Contract Number:
Project Name:
Location;
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Pe Road North, Phase 2
Carlsbad, California
Test
#
Sample
# Test Date Test Location Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Non-Conform
Remar Elev. (ft)
Field Opt. Field Max. Obt Req.
Conform
Non-Conform
Remar
335.0 10.3% 8.5% 125.4 131.0 96% 95% Conform utiity backfill
337.0 9.5% 8.5% 127.5 131.0 97% 95% Conform utiity backfill
334.0 6.8% 6.0% 136.8 140.0 98% 95% Confoim utiity backfilt
336.0 7.9% 6.0% 135.2 140.0 97% 95% Conform uttity backfiti
338.0 8.7% 6.0% 134.0 140.0 96% 95% Conform utiity backfill
340.0 8.3% 6.0% 135.5 140.0 97% 95% Conform utiity backfill
438.0 11.1% 8.5% 128.9 134.0 96% 95% Conform utiity backfiti
440.0 7.9% 6.0% 133.9 140.0 96% 95% Conform utiity backfill
SG 7.5% 6.0% 134.8 140.0 96% 95% Conform utiity backfilt
336.0 10.7% 8.5% 129.9 134.0 97% 95% Conform uttity backfiti
338.0 8.7% 8.5% 126.1 131.0 96% 95% Conform utiity backfill
340.0 9.5% 8.5% 126.1 131.0 96% 95% Conform utiity backfiti
SG 9.1% 8.5% 126.0 131.0 96% 95% Conform utiity backfilt
337.0 11.5% 8.5% 128.4 134.0 96% 95% Conform utiity backfill
339.0 7.5% 7.0% 132.1 137.5 96% 95% Conform utiity backfill
SG 11.9% 11.0% 117.8 121.5 97% 95% Conform utiity backfilt
5' Below 13.2% 11.0% 117.3 121.5 97% 95% Conform utiity backfill
BG 12.4% 11.0% 118.1 121.5 97% 95% Conform utiity backfill
BG 7.9% 7.0% 138.3 143.0 97% 95% Conform utiity backfill
BG 9.1% 7.0% 140.4 143.0 98% 95% Conform utiity backfilt
BG 7.9% 7.0% 139.5 143.0 98% 95% Conform utiity backfiti
BG 8.7% 7.0% 137,9 143.0 96% 95% Conform utitty backfill
339.0 11.1% 8.5% 129.5 134.0 97% 95% Conform utiity backfill
SG 13.2% 11.0% 117.4 121.5 97% 95% Conform utiity backfill
AC Grade 140.9 146.0 97% 95% Conform utiity backfill
AC Grade 142.9 146.0 98% 95% Conform utiity backfill
AC Grade 143.5 146.0 98% 95% Conform uttity backfill
AC Grade 143.0 146.0 98% 95% Conform utiity backfill
1 f 1 1 i i i 1 i f i 1 i 1 1 ff » ( 1
656
657
4
4
8/25/2005
8/25/2005
658 30 9/2/2005
659 30 9/2/2005
660 30 9/2/2005
661 30 9/2/2005
662 61 9/6/2005
663 30 9/6/2005
664 30 9/6/2005
665 61 9/7/2005
666 4 9/7/2005
667 4 9/7/2005
668 4 9/7/2005
669 61 9/12/2005
670 5 9/12/2005
672 80 9/15/2005
673 80 9/15/2005
674 80 9/15/2005
675 RSF i 25 9/27/2005
676 RSF125 9/27/2005
677 RSF125 9/28/2005
678 RSF t 25 9/28/2005
679 61 9/29/2005
680 SG 9/30/2005
682 AC 9/29/2005
683 AC 9/29/2005
684 AC 9/29/2005
685 AC 9/29/2005
RCW Line B 4' BO STA 12+19
RCW Une B 4" BO STA 12+19
Sewer Line - B STA 10+60
Sewer Une - 8 STA 10+70
Sewer Line - B STA 10+70
Sewer Line - B STA 10+60
RCW Line A Service STA 10+90
RCW Line A Service STA 10+90
RCW Line A Service STA 10+90
RCW Une B STA 15+04
RCW Line BSTA 15+04
RCW Line B STA 15+04
RCW Line BSTA 15+04
RCW Une A STA 35+05
RCW Line A STA 35+05
SD Une I Type B tntet STA 11 +00
SD Une I Type B Inlet STA 11+00
SD Line I Type B Inlet STA 11+10
H20 Service X-ing STA 250+65, 15' RT of LT FC
H20 Service X-ing STA 250+65, 5' RT of LT FC
H20 Sen/ice STA 250+65, 30' RT of LT FC
H20 Service STA 250+55, 30' RT of LT FC
RCW Une B Trench BF STA 10+00
RCW Line B Trench BF STA 10+00
Melrose SB STA 213+75 4 RT
Melrose SB STA 213+50 5' RT of LT FC
Melrose SB STA 213+25 5' RT of LT FC
Melrose SB STA 212+75 5' RT of LT FC
t 1 I i i 1 I I 1 I I i 1
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Sanla Fe Road North, Phase 2
Carlsbad, Califomta
Test
#
Sample
# Test Date Tost Lo<:atlon Elev. (ft)
Moisture
Fiold Opt.
Dry Density (pcf)
Field Max.
Relative Comp.
Obt. Req.
Conform
Non-Conform
Remarks
686
687
AC
AC
9/29/2005
9/29/2005
Melrose SB STA 212+50 10'RTof LTFC
Melrose SB STA 212+25 5' RT of LT FC
AC Grade
AC Grade
688 AC 9/29/2005 Melrose SB STA 212+00 10'RTofLTFC AC Grade 689 AC 9/29/2005 Melrose SB STA 211+75 AC Grade 690 AC 9/29/2005 Melrose SB STA 211 +50 AC Grade 691 AC 9/29/2005 Corintha SB STA 10+90 AC Grade
692 AC 10/10/2005 H20 Line K STA 12+60 AC Grade 693 AC 10/10/2005 H20 Une K STA 12+70 AC Grade
694 AC 10/10/2005 H20 Line K STA 12+80 AC Grade 695 AC 10/10/2005 H20 Line K STA 12+90 AC Grade 696 AC 10/10/2005 H20 Line K STA 13+00 AC Grade
697 AC 10/10/2005 H20 Line K STA 13+10 AC Grade 698 61 10/21/2005 JUT Vault RSF SB STA 281+50 5' LT of LT FC 340.0 10.7% 699 61 10/21/2005 JUT Vault RSF SB STA 281 +75 10' LT of LT FC 341.0 11.1%
700 61 10/31/2005 (VWO PR Station) H20 Line A STA 30+35 324.0 10.3% 701 61 11/1/2005 RCW Une B STA 24+55 351.0 11.5% 702 61 11/1/2005 RCW Line B STA 24+55 353.0 10.3%
703 61 11/1/2005 RCW Line BSTA 21+35 348.0 10.7%
704 61 11/1/2005 RCW Une BSTA 21+35 350.0 9.9%
705 61 11/1/2005 RCW Line B STA 20+05 348.0 10.3%
706 61 11/1/2005 RCW Line B STA 20+05 350.0 9.5%
707 61 11/1/2005 RCW Line B STA 24+55 SG 10.3%
708 61 11/1/2005 RCW Line BSTA 21+35 SG 9.1%
709 61 11/1/2005 RCW Une B STA 20+05 SG 10.7% 710 98 11/1/2005 RCW Line B STA 24+55 BG 7.5% 711 98 11/1/2005 RCW Line BSTA 21+55 BG 7.9% 712 98 11/1/2005 RCW Line B STA 20+05 BG 6.8% 713 61 11/1/2005 RCW Une BSTA 24+61 351.0 10.7%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
6.5%
6.5%
6.5%
8.5%
145.6
144.1
142,5
143.5
145.9
142.7
139.9
143.2
140.5
141.3
141.6
142.5
127.8
128.3
128.6
128.6
129.4
128.4
129.8
128.7
129.2
127.8
129.2
128.6
139.3
137.9
138.9
127.8
146.0
146.0
146.0
146.0
146.0
146.0
146.0
146.0
146.0
146.0
146.0
146.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
142,5
142.5
142.5
134.0
100%
99%
98%
98%
100%
98%
96%
98%
96%
97%
97%
98%
95%
96%
96%
96%
97%
96%
97%
96%
96%
95%
96%
96%
98%
97%
97%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
90%
96%
95%
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
Confomi
Conform
Conform
utiity backfill
utiity backfill
utiity backfill
utiity backfiti
utitty backfill
utiity backfill
utiity backfill
uttity backfilt
utiity backfilt
utiity backfill
utiity backfill
uttity backfilt
uttity backfiti
utiity backfilt
utiity backfill
utiity backfilt
utiity backfill
uttity backfilt
uttity backfiti
utiity backfill
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfiti
II II 11 11 II II I! II II 11 11 11 fi ffl 11 91 ffl 11
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Cartsbad, Catifornia
Test Sample Test Date Test Location Elev. (ft)
Moisture
Field Opt
Dry Density (pcf)
Field
/ It 01 n/i/^uu5 KUW une B STA 24+62 SG 9.9% 8.5% 129.3 715 98 11/1/2005 RCW Line BSTA 17+90 BG 8.3% 6.5% 137.9
716 61 11/3/2005 SD Line G STA 11+50 328.0 11.9% 8.5% 128.2
717 61 11/3/2005 SD Line G STA 11+60 330.0 11.1% 8.5% 127.9
718 61 11/3/2005 SD Une G STA 11+50 332.0 9.9% 8.5% 128.8
719 99 11/3/2005 SD Line G STA 11+60 334.0 10.7% 8.0% 128.2 720 99 11/3/2005 SD Line G STA 11+50 336.0 10.3% 8,0% 128.3
721 61 11/3/2005 SD Line G2 STA 10+15 331.0 10.7% 8.5% 128.6 722 61 11/3/2005 SD Line G2 STA 10+15 333.0 11.5% 8.5% 126.7
723 99 11/3/2005 SD Line G2 STA 10+15 335.0 9.5% 8.0% 130.0
724 51 11/7/2005 RCW Une BSTA 15+85 344.0 9.1% 7.0% 129.6 725 61 11/7/2005 SD Line G STA 12+85 333.0 11.1% 8.5% 128.8
726 51 11/7/2005 RCW Line BSTA 16+90 346.0 9.5% 7.0% 130.4 727 51 11/7/2005 RCW Line BSTA 16+90 348.0 8.3% 7.0% 131.0 728 98 11/7/2005 SD Line G STA 12+85 335.0 9.5% 7.0% 129.9
729 61 11/9/2005 SD Line G STA 13+10 332.0 11.1% 8.5% 128.3
730 61 11/9/2005 SD Line G STA 13+10 334.0 10.3% 8.5% 129.9 731 99 11/9/2005 SD Line G STA 13+10 336.0 10.7% 8.0% 127.6 732 61 11/10/2005 H20 Une A (VWO PR Station) STA 30+35 325.0 11.1% 8.5% 128,8
733 61 11/10/2005 H20 Une A (VWO PR Station) STA 30+35 327.0 9.9% 8.5% 129.8 734 30 11/16/2005 Sewer Line D STA 10+25 357.0 7.5% 6.0% 135.7
735 30 11/16/2005 Sewer Line D STA 10+76 358.0 6.8% 6.0% 131.8 736 99 11/16/2005 Sewer Line B STA 14+35 328.0 10.7% 7.0% 129.1 737 30 11/17/2005 Sewer Une B MH #1 354.0 7.9% 6.0% 132.3 738 30 11/17/2005 Sewer Line B MH #1 356.0 7.1% 6.0% 134.0 739 103 11/17/2005 Sewer Line B MH #1 STA 14+35 330.0 10.3% 8.0% 128.6 740 103 11/17/2005 Sewer Une B MH #1 STA 14+35 332.0 8.7% 8.0% 128.5 741 103 11/17/2005 Sewer Line B MH #1 STA 14+35 334.0 9.5% 8.0% 130.5
--- ^ 1 f 1 1 1 1 1 1 1 1 f i ff 1
Max.
Relative Comp.
Obt Req.
Conform
Non-Conform
Remarks
134.0
142.5
128.2
127.9
128.8
128.2
128.3
134.0
134.0
134.0
135.0
134.0
135.0
135.0
134.0
134.5
134.5
134.0
134.0
134.0
140.0
140.0
134.0
140.0
140.0
134.0
134.0
134.0
96%
97%
100%
100%
100%
100%
100%
96%
95%
97%
96%
96%
97%
97%
97%
95%
97%
95%
96%
97%
97%
94%
96%
95%
96%
96%
96%
97%
95%
95%
95%
95%
95%
95%
95%
90%
90%
90%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
90%
90%
95%
90%
90%
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
Conform
Conform
uttity backfill
utitty backfill
utiity backfill
utiity backfilt
utiity backfiti
utiity backfilt
utiity backfiti
utiity backfilt
uttity backfilt
uttity backfill
uttity backfill
uttity backfill
utiity backfill
utiity backftit
utiity backfill
uttity backfill
utiity backfill
utiity backfilt
utiity backfiti
utiity backfiti
uttity backfilt
utiity backfill
uttity backfill
utiity backfiti
utiity backfill
utiity backfill
utiity backfill
utiity backfill
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Tost
#
Sample
# Test Date Test Location Elev. (ft)
Moisture
Field Opt.
Dry Density (pcf)
Field Max.
Relative Comp.
Obt. Req.
Conform
Non-Conform
Remarks
742 103 11/17/2005 Sewer Une B MH #1 STA 14+35 336.0 10.7% 8.0% 129.1 743 61 11/17/2005 RCW Line A STA 10+10 444.0 11.1% 8.5% 128.8 744 39 11/17/2005 RCW Line A STA 10+20 446.0 7.1% 6.5% 137.3
745 103 11/18/2005 RCW Line A STA 36+40 328.0 10.7% 8.0% 128.9 746 5+-11/18/2005 RCW Line A STA 36+40 330.0 9.1% 7.0% 131.6
747 61 11/21/2005 H20 Line C STA 14+30 331,0 10.3% 8.5% 129.6 748 61 11/23/2005 H20 LineC STA 12+15 336.0 11.1% 8.5% 128.5 749 61 11/23/2005 H20 LineC STA 12+93 336.0 10.7% 8.5% 126.6 750 61 11/23/2005 H20 Line C STA 13+90 336.0 9.9% 8.5% 128.5 751 103 11/23/2005 H20 LineC STA 13+90 338.0 8.7% 8.0% 130.6 752 61 12/5/2005 SD Line ISTA 11+60 336.0 10.3% 8.5% 128.6 753 103 12/5/2005 SD Line 1 STA 11+60 338.0 9.5% 8.0% 129.1
754 61 12/5/2005 SD Line F-20 STA 10+65 420.0 10.7% 8.5% 127.7
755 30 12/5/2005 SD Line F-20 STA 10+65 422.0 7.5% 6.0% 135.7 756 30 12/5/2005 SD Line F-12 STA 11+40 423.0 8.7% 6.0% 134.7 757 39 12/5/2005 H20 Line K STA 10+50 446.0 6.8% 6.5% 135.9 758 103 12/5/2005 H20 Line K STA 10+50 440.0 11.1% 8.0% 128.0
759 61 12/6/2005 H20 Line BSTA 12+45 40.0 10.7% 8.5% 128.3 760 61 12/6/2005 H20 Line BSTA 12+90 40.0 11.5% 8.5% 129.5
761 61 12/6/2005 H20 Line BSTA 13+75 337,0 10.3% 8.5% 127,8 762 61 12/6/2005 H20 Line BSTA 13+75 339.0 11.1% 8.5% 128.7
763 61 12/8/2005 H20 Une B STA 13+64 2 " Sen/ice X-ing 37.0 11.5% 8.5% 128.2 764 61 12/8/2005 H20 Une B STA 13+64 2 " Service X-ing 39.0 9.9% 8.5% 127.8 765 61 12/8/2005 H20 Line B STA 14+00 2 " Sen/ice X-Ing 338.0 10.3% 8.5% 128.6 766 61 12/8/2005 H20 Line B STA 14+25 2 " Service X-ing 338.0 11.1% 8.5% 128.5 767 103 12/8/2005 H20 Une B STA 14+00 2 " Sen/ice X-ing 339.0 10.7% 8.0% 127.8 768 103 12/8/2005 H20 Une B STA 14+25 2 " Service X-ing 340.0 11.5% 8.0% 128.2
134.0
134.0
142.5
134.0
137.5
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
140.0
140.0
142.5
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
96%
96%
96%
96%
96%
97%
96%
94%
96%
97%
96%
96%
95%
97%
96%
95%
96%
96%
97%
95%
96%
96%
95%
96%
96%
95%
96%
95%
95%
95%
95%
95%
95%
90%
90%
90%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
utiity backfilt
utiity backfill
utitty backfiti
utiity backfill
uttity backfill
utiity backfilt
utiity backfiti
uttity backfill
uttity backfill
utiity backfiti
utiity backfilt
utirty backfiti
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfilt
utiity backfiti
uttity backfilt
utiity backfill
I li 11 11 II li II II II fl fifl 11 fi ffi fflll
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carisbad, California
Test
#
Sample
# Test Dale Test Location Elov. (ft)
Moisture Dry Density (pcf) Test
#
Sample
# Test Dale Test Location Elov. (ft)
Field Opt. Fteld Max.
769 30 12/8/2005 SD Line F-l 2 C/O STA 11 +52 420.0 10.3% 8.5% 128.7 134.0
770 30 12/8/2005 SD Line F-12 C/O STA 11+52 422.0 7.5% 7.0% 136.9 140.0
771 30 12/8/2005 SD Line F-12 C/O STA 12+04 420.0 10.3% 8.5% 128.2 134.0
772 30 12/8/2005 SD Line F-12 C/O STA 12+04 422.0 8.3% 7.0% 134.4 140.0
773 30 12/12/2005 SD Line F-14 STA 10+90 392.0 10.7% 8.5% 127.3 134.0 774 30 12/12/2005 SDLine F-14 STA 11+00 394.0 7.1% 7.0% 135.3 140.0
775 30 12/12/2005 SD Line F-14 STA 11+10 396.0 8.7% 7.0% 133.8 140.0 776 30 12/12/2005 SDLine F-14STA11+15 398.0 7.9% 7.0% 136.3 140.0 777 30 12/13/2005 VWD PR STA LT Wall 330.0 8.7% 7.0% 131.2 140.0
778 30 12/13/2005 VWD PR STA LT Wall 332.0 7.5% 7.0% 130.8 140.0 779 97 12/13/2005 H20 Line D 331.0 11.5% 8.5% 124.7 134.0
780 97 12/13/2005 VWD PR STA RT Wall 330.0 9.1% 7.0% 127.9 140.0
781 30 12/13/2005 VWD PR START Watt 332.0 8.3% 7.0% 130.9 140.0
782 30 12/13/2005 H20 Line L STA 11 +50 419.0 10.3% 8.5% 125.3 134.0 783 30 12/13/2005 VWD PR Station RT Wall 334.0 7.9% 7.0% 132.1 140.0
784 61 12/13/2005 SD Line G CO STA 13+44 334.0 11,1% 8.5% 128.7 134.0 785 61 12/13/2005 SD Line G CO STA 13+44 336.0 10.3% 8.5% 128.7 134.0
786 30 12/13/2005 SD Line G CO STA 13+44 338.0 7.5% 7.0% 135.7 140.0
787 61 12/13/2005 VWD PR Statton S. Wall 330.0 10.7% 8.5% 126.6 134.0 788 30 12/13/2005 VWD PR Statton S. Wall 332.0 9.1% 7.0% 129.6 140.0
789 30 12/13/2005 H20 Line L STA 11+50 421.0 8.3% 7.0% 135.2 140.0 790 30 12/13/2005 VWD PR Statton S. Walt 334.0 91% 7.0% 129.5 140.0 791 30 12/15/2005 H20 Line B 4" AV STA 12+36 339.0 9.9% 8.5% 127.9 134.0
792 61 12/16/2005 H20 Une G STA 23+00 354.0 9.5% 8.5% 128.7 134.0 793 61 12/16/2005 H20 Line G STA 21+50 360.0 11,1% 8.5% 128.2 134.0
794 61 12/16/2005 H20 Une G STA 20+00 368.0 10.3% 8.5% 129.5 134.0
795 61 12/20/2005 H20 Line G STA 17+75 380.0 9.5% 8.5% 129.5 134.0 796 61 12/20/2005 H20 Line G STA 16+00 390.0 10.3% 8.5% 127.1 134.0
Relative Comp.
Obt Req.
Conform
Non-Conform
Remarks
96%
98%
96%
96%
95%
97%
96%
97%
94%
93%
93%
91%
94%
94%
94%
96%
96%
97%
94%
93%
97%
93%
95%
96%
96%
97%
97%
95%
95%
95%
95%
95%
90%
95%
95%
95%
90%
90%
90%
90%
90%
90%
90%
95%
95%
95%
90%
90%
95%
90%
95%
95%
95%
95%
90%
90%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
utiity backfiti
utiity backfiti
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utirty backfiti
utiity backfill
uttity backfilt
uttity backfill
I I) ii II II c } i I I 1 li ffi fi fi ffl ffi ffl ffl ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number:
Project Name:
Locatton:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
JI
Sample
61
Test Date Tost Location
1 in*> 1 Tuno R9 Inlat CTA Hj.an
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
797
Sample
61 12/20/?nnR
Tost Location
1 in*> 1 Tuno R9 Inlat CTA Hj.an
Elev. (ft)
Field 1 Opt
n eft/ n ^r,/
Field Max. Obt Req. Non-Conform
Remarks
798 61 12/20/2005 SD Line I Type B2 Inlet STA 11+80
799 61 12/20/2005 H20 Line G STA 23+00
800 61 12/20/2005 H20 Line B 4" AV STA 12+36
801 61 12/20/2005 H20 Line 9 STA 14+50
802 61 12/20/2005 H20 Une 9 STA 13+00
803 61 12/20/2005 H20 Line 9 STA 11+75
804 61 12/22/2005 H20 Line G STA 20+00
805 61 12/22/2005 H20 Une G STA 18+50
806 61 12/23/2005 H20 Line G STA21+50
807 61 12/23/2005 H20 Line G STA 17+50
808 61 12/23/2005 H20 Line G STA 15+50
809 61 12/23/2005 H20 Line G STA 14+00
810 61 12/27/2005 SD Line G3 STA 10+35
811 61 12/27/2005 SD Line G3 STA 10+40
812 61 12/28/2005 H20 Line G STA 12+50
813 30 12/28/2005 SD Line G-3 STA 10+45
814 30 12/28/2005 SD Line G-3 STA 10+35
815 30 12/28/2005 SD Line G-3 STA 10+40
816 104 12/29/2005 H20 Line G STA 23+00
817 104 12/29/2005 H20 Line G STA21+50
818 61 12/29/2005 H20 Line G STA 20+35
819 104 12/29/2005 H20 Line G STA 20+00
820 61 12/29/2005 SD F-14 STA 11+50
821 104 12/29/2005 H20 Line G STA 18+50
822 104 12/29/2005 H20 Line G STA 17+00
823 61 12/29/2005 H20 Line B STA 10+30
824 61 12/29/2005 H20 Line B STA 10+30
238.0
357,0
341.0
400.0
408.0
415.0
370.0
378.0
363.0
386.0
396.0
405.0
334.0
336.0
414.0
338.0
340.0
342.0
358.0
364.0
369.0
371.0
393.0
380.0
388.0
331.0
333.0
10.3%
9.9%
11.1%
10.7%
9.9%
11.1%
8.3%
8.7%
11.1%
9.9%
9.1%
10.3%
11.1%
10.7%
10.9%
7.6%
8.1%
93%
7.5%
8.3%
10.7%
7.1%
9.9%
8.7%
7.5%
11.1%
10.3%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
6.0%
6.0%
6,0%
7,0%
7.0%
8.5%
7.0%
8.5%
7.0%
7.0%
8.5%
8.5%
130.1
129.0
127.5
128.9
127.8
127.6
127.8
128.7
125.9
127.8
126.2
123.8
128.1
127.7
124.6
135.3
134.0
134.2
135.1
131.9
126.6
131.4
127.0
130.9
132.6
128.5
128.5
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
140.0
140.0
140.0
140.0
140.0
134.0
140.0
134.0
140.0
140.0
134.0
134.0
97%
96%
95%
96%
95%
95%
95%
96%
94%
95%
94%
92%
96%
95%
93%
97%
96%
96%
97%
94%
94%
94%
95%
94%
95%
96%
96%
90%
95%
95%
90%
90%
90%
90%
90%
90%
90%
90%
90%
95%
95%
90%
95%
95%
95%
95%
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
Conform
Conform
Conform
Conform
utiity backfill
uttity backfill
uttity backfill
uttity backfiti
uttity backfill
utirty backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
uttity backfill
utiity backfill
utiity backfill
utiity backfiti
utiity backfilt
utiity backfiti
uttity backfiti
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utitty backfilt
utiity backfill
uUity backfill
f } fl fl fl fl II li II II ti ffi liiiii fl ffi ffl 11
Conti-act Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Oniy)
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test Sample Test Date Test Location Elev. (ft)
Moisture
Field Opt.
Dry Density (pcf)
Field
825 104 12/29/2005 SD Une F 14 STA 11+30 395.0 91% 7.0% 131.9
826 104 1/4/2006 H20 Line G STA 15+50 398.0 9.5% 7.0% 129.4
827 104 1/4/2006 H20 Une G STA 14+00 406.0 9.9% 7.0% 129.6
828 104 1/4/2006 H20 Line G STA 12+50 415.0 9.1% 7.0% 128.9
829 61 1/4/2006 H20 Line G STA 11+25 416.0 11.5% 8.5% 128.2
830 61 1/5/2006 H20 Line B 4" BO STA 15+07 335.0 11.1% 8.5% 127.9
831 61 1/6/2006 SD Line F 21 STA 10+20 423.0 10.7% 8.0% 129.1
832 104 1/6/2006 H20 Line B 4" BO STA 15+07 337.0 8.7% 7.0% 132.3 833 104 1/6/2006 H20 Une B 4" BO STA 15+07 339.0 9.1% 7.0% 135.1
834 61 1/6/2006 H20 Une A STA 11+00 419.0 11.1% 8.0% 125.9 835 104 1/9/2006 H20 Line G STA 11+00 421.0 8.3% 7.0% 134.6
836 61 1/10/2006 H20 Line K STD 14+89 421.0 10.7% 8.5% 128.6
837 104 1/10/2006 SD Line F 14 STA 11+30 397.0 9.1% 7.0% 131.5 838 104 1/10/2006 SD LineF 14 STA 11+30 390.0 8.3% 7.0% 134.7
839 61 1/11/2006 H20 Une G STA 29+50 342.0 11.1% 8.5% 128.1
840 61 1/12/2006 H20 Line G STA 10+25 421.0 10.7% 8.5% 126.4 841 104 1/12/2006 H20 Line G STA 10+25 423.0 9.1% 7.0% 129.8
842 104 1/13/2006 PR Station SE Comer 332.0 9.1% 7.0% 133.5
843 61 1/18/2006 H20 Une H O/WD-1) STA 1+80 11' RT of RT FC 341.0 9.9% 8.5% 127.6 844 61 1/19/2006 2" H20 Service X-ing STA 264+50 271.0 10.3% 8.5% 126.4
845 104 1/19/2006 2" H20 Service X-ing STA 264+50 273.0 8.7% 7.0% 135.4 846 61 1/20/2006 H20 Une C 2" BO STA 14+08 332.0 11.5% 8.5% 126.4
847 98 1/20/2006 H20 Line C 2" BO STA 14+08 334.0 10.3% 9.0% 122.6 848 104 1/20/2006 SDG&E 4" Gas RSF STA 260+00 402.0 7.1% 7.0% 136.3 849 104 1/20/2006 SDG&E 4" Gas RSF STA 264+00 378.0 7,9% 7.0% 134.4 850 104 1/20/2006 SDG&E 4" Gas RSF STA 268+00 359.0 7,5% 7.0% 134.0 851 61 1/24/2006 Fire Hyd. Retocatton BF STA 279+52 334.0 10.7% 8.5% 125.5 852 61 1/24/2006 Fire Hyd. Retocation BF STA 279+52 336.0 11.1% 8.5% 123.9
t 1 1 1 f 1 f ff f 1 t 1 i } f i f 1 { 1 ; 1
Max.
Relative Comp.
Obt Req.
Confonn
Non-Conform
Remarks
140.0
140.0
140.0
140.0
134.0
134.0
134.0
140.0
140.0
134.0
140.0
134.0
140.0
140.0
134.0
134,0
140,0
140,0
134.0
134.0
140.0
134.0
132.5
140.0
140.0
140.0
134.0
134.0
94%
92%
93%
92%
96%
95%
96%
95%
97%
94%
96%
96%
94%
96%
96%
94%
93%
95%
95%
94%
97%
94%
93%
97%
96%
96%
94%
92%
90%
90%
90%
90%
90%
90%
95%
90%
95%
90%
95%
90%
90%
95%
95%
90%
90%
95%
95%
90%
90%
90%
90%
95%
95%
95%
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
Conform
Conform
Conform
Conform
utiity backfilt
utiity backfill
utiity backfiti
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
uttity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfill
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number:
Project Name:
Location;
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test Sample
Jl Test Date Test Location Elev. (ft)
Moisture Dry Densrty (pcf) Relative Comp. Conform
Remarks IF
853
ff
100 1/24/2006
Elev. (ft)
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
854
855
856
857
858
859
860
861
862
863
864
865
866
867
868
869
870
871
872
873
874
875
876
877
878
879
880
881
104
61
104
104
61
39
61
104
104
104
104
61
61
61
61
61
61
98
98
98
98
61
98
61
61
46
98
61
1124/2006 2" H20 Service X-ing STA 264+50
1/24/2006 2" H20 Service X-ing STA 259+50
1 /24/2006 2" H20 Sen/ice X-ing STA 259+50
1 /24/2006 2" H20 Sen/ice X-ing STA 259+50
1125/2006 RCW Line A STA 10+20
1/25/2006 RCW Line A STA 10+20
1/25/2006 2" H20 Sen/ice X-ing RSF NB STA 259+50
1/25/2006 2" H20 Service X-ing RSF NB STA 259+50
1 /25/2006 2" H20 Service X-ing RSF NB STA 259+50
1/27/2006 Sewer Line D STA 11 +56
1 /27/2006 Sewer Line D STA 11 +56
2/1 /2006 H20 Line L STA 10+30
2/1/2006 H20 Line L STA 10+30
2/1 /2006 H20 Une L STA 10+30
2/1 /2006 H20 Une L STA 10+30
2/2/2006 SD Line G STA 13+05
2/2/2006 SD Line G STA 13+05
2/3/2006 Subdrain BF RSF NB STA 278+18
2/3/2006 Subdrain BF RSF NB STA 277+50
2/3/2006 Subdrain BF RSF NB STA 280+53
2/3/2006 Subdrain BF RSF NB STA 280+00
2/3/2006 H20 Une A STA 22+50
2/6/2006 VWD PR STA 5'S of S Watt
2/6/2006 H20 Line A STA 21+00
2/6/2006 SD Line G STA 13+00
2/6/2006 SD Line G STA 13+00
2/6/2006 VWD PR STA 5'S of S Wall
2/6/2006 SD Line F-17 STA 10+55
274.0
400.0
402.0
404.0
444.0
446.0
400.0
402.0
404.0
356.0
358.0
413.0
415.0
417.0
419.0
334.0
336.0
336.0
337.0
337.0
338.0
55.0
334.0
362.0
334.0
336.0
336.0
358.0
7.1%
10.3%
8.3%
7.5%
10.3%
8.3%
10.7%
8.7%
7.9%
8.7%
8.3%
11.5%
10.3%
11.1%
10.7%
11.5%
11.1%
10.3%
11.5%
10.7%
9.9%
10.3%
10.7%
11.1%
10.3%
9.5%
10.3%
11.1%
7.0%
8.5%
7,0%
7.0%
8.5%
7.0%
8.5%
7.0%
7.0%
7.0%
7.0%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
9.0%
9.0%
9.0%
9.0%
8.5%
9.0%
8.5%
8.5%
7.5%
9.0%
8.5%
135.4
126.7
132.8
135.8
124.8
137.0
123.7
133.9
136.1
130.8
130.1
126.2
125.4
127.1
128.5
125.4
124.8
121.5
127.2
120.4
127.5
125.3
126.6
127.5
125.5
126.9
127.8
127.9
140.0
134.0
140.0
140.0
134.0
143.0
134.0
140.0
140.0
140.0
140.0
134.0
134.0
134.0
134.0
134.0
134.0
132.5
132.5
132.5
132.5
134,0
132,5
134.0
134.0
137.0
132.5
134.0
97%
95%
95%
97%
93%
96%
92%
96%
97%
93%
93%
94%
94%
95%
96%
94%
93%
92%
96%
91%
96%
94%
96%
95%
94%
93%
96%
95%
95%
90%
90%
95%
90%
95%
90%
90%
95%
90%
90%
90%
90%
90%
95%
90%
90%
90%
95%
90%
95%
90%
95%
90%
90%
90%
95%
95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confonn
Conform
Conform
Conform
Conform
Conform
Conform
uttity backfiti
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utirty backfilt
utiity backfill
uttity backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfiti
utiity backfilt
utiity backfill
uttity backfill
utiity backfilt
utiity backfill
utiity backfiti
utiity backfill
uttity backfiti
utiity backfiti
utiity backfill
utiity backfilt
utiity backfill
utiity backfilt
utiity backfiti
utiity backfill
utiity backfill
I I 1 I I I 9 I I {) I I { iiiffififiiifflffi
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number;
Project Name;
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carisbad, California
Test
ft
Sample
Jl Test Dale Test Location Elev. (ft)
nar\ n
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
882
ff
61 2/6/2006 SD Lin*? F-17 STA in+«;*;
Elev. (ft)
nar\ n
Field Opt. Field Max. Obt. Req. Non-Conform
Remarks
883
884
885
886
887
888
889
890
891
892
893
894
895
896
897
898
899
900
901
902
903
904
905
906
907
908
909
910
61 2/6/2006 SDLine F-17 STA 10+55
61 2/7/2006 H20 Une A STA 19+50
61 2/9/2006 H20 Line A STA 23+00
61 2/9/2006 H20 Line A STA 21+50
104 2/9/2006 H20 Line A STA 22+50
61 2/9/2006 H20 Line A STA 20+00
104 2/9/2006 H20 Line A STA 21+00
61 2/9/2006 H20 Line A STA 18+00
61 2/9/2006 H20 Une A STA 16+50
104 2/10/2006 H20 Line A STA 15+00
104 2/13/2006 H20 Line A STA 19+50
61 2/13/2006 H20 Line A STA 18+50
104 2/13/2006 H20 Line A STA 18+00
61 2/13/2006 H20 Une A STA 17+00
104 2/13/2006 H20 Line A STA 16+50
61 2/13/2006 H20 Line A STA 15+50
61 2/13/2006 H20 Line A STA 13+50
61 2/13/2006 H20 Une A STA 12+00
61 2/14/2006 2" H20 Service X-ing RSF STA 264+40
104 2/14/2006 2" H20 Service X-ing RSF STA 264+40
104 2/14/2006 2" H20 Sen/ice X-ing RSF STA 264+40
61 2/14/2006 H20 Line A STA 10+98
61 2/15/2006 H20 Une A STA 11+00
61 2/15/2006 H20 Une A STA 13+50
104 2/15/2006 H20 Line A STA 11+00
61 2/15/2006 H20 Line A STA 12+50
61 2/15/2006 H20 Line A STA 14+00
104 2/15/2006 H20 Une A STA 12+50
362.0
369.0
357.0
363.0
360.0
369.0
367.0
377.0
386.0
395.0
373.0
377.0
381.0
386.0
390.0
395.0
403.0
411.0
271.0
273.0
275,0
415.0
418.0
406.0
420.0
411.0
404.0
413.0
10.7%
10.3%
10.3%
9.9%
7.5%
10.3%
9.1%
8.7%
10.7%
10.3%
7.9%
9.9%
8.7%
10.7%
8.3%
10.7%
10.3%
9.9%
10.7%
9.1%
8.7%
9.9%
11.1%
10.3%
7.5%
9.9%
10.7%
7.1%
8.5%
8.5%
8,5%
8.5%
7.0%
8.5%
7.0%
8.5%
8.5%
8.5%
7.0%
8.5%
7.0%
8.5%
7.0%
8.5%
8.5%
8.5%
8.5%
7.0%
7.0%
8.5%
8.5%
8.5%
7.0%
8.5%
8.5%
7.0%
128.1
122.1
127.9
126.0
135.7
124.7
134.2
125.9
125.7
125.0
133.4
123.7
133.1
123,9
134,7
125.9
122.6
123.9
122.9
129.1
128.7
125.0
124.0
125.9
132.9
123.7
126.4
135.3
134.0
134.0
134.0
134.0
140.0
134.0
140.0
134.0
134.0
134.0
140.0
134.0
140.0
134.0
140.0
134.0
134.0
134.0
134.0
140.0
140.0
134.0
134.0
134.0
140.0
134.0
134.0
140.0
96%
91%
95%
94%
97%
93%
96%
94%
94%
93%
95%
92%
95%
92%
96%
94%
91%
92%
92%
92%
92%
93%
93%
94%
95%
92%
94%
97%
95%
90%
95%
90%
95%
90%
95%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
90%
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
Conform
Conform
Conform
uttity backfill
utiity backfill
utiity backfiti
utiity backfiti
utiity backfiti
utiity backfill
uttity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfill
uttity backfiti
uttity backfill
utiity backfiti
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
utiity backfill
uttity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfilt
utiity backfilt
uttity backfiti
utiity backfill
utiity backfill
I 1 f I I I I I I 1 I f 1 i 1 I 1 i I i I
Contract Number;
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Carisbad, California
Test
#
Sample Test Date Test Location
9 1 r
912 61 ^/ lo/zuub
2/15/2006
Line A STA 14+00
VWD Sewer MH BF La Costa Meadows STA 11+15
913 61 2/15/2006 VWD Sewer MH BF La Costa Meadows STA 11+15
914 61 2/21/2006 H20 Line A STA 29+75
915 61 2/22/2006 H20 Une G STA 22+47 2" AV
916 61 2/22/2006 H20 Line K STA 10+00
917 61 2/23/2006 H20 Une A STA 29+75
918 61 2/27/2006 H20 Line A STA 29+15
919 61 2/27/2006 H20 Line A STA 29+15
920 98 3/3/2006 SD Line- Gl STA 10+39 Type C Inlet
921 104 3/3/2006 JUT BF San Etijo STA 98+90
922 61 3/3/2006 JUT BF San Etijo STA 98+90
923 61 3/6/2006 SD Line G STA 13+58 Type C Inlet N Side of Box
924 61 3/6/2006 RCW Une A STA 34+12 2" H20 Service
925 61 3/8/2006 SD Line G STA 11+60
926 61 3/8/2006 H20 Line A Fire Hyd. STA 19+78
927 104 3/8/2006 H20 Une A Fire Hyd. STA 19+78
928 104 3/8/2006 H20 Line A Fire Hyd. STA 19+78
929 98 3/8/2006 SD Line G STA 11+90
930 104 3/8/2006 RCW Line A 2" Service STA 34+12
931 61 3/14/2006 H20 Line D STA 10+25
932 105 3/14/2006 H20 Line D STA 10+40
933 61 3/14/2006 H20 Une D 1" Service STA 10+76
934 61 3/14/2006 H20 Line D 1" Service STA 10+88
935 61 3/14/2006 H20 Une D 2" Sen/ice STA 11 +40
936 61 3/14/2006 H20 Line D 2" Sen/ice STA 11 +46
937 61 3/14/2006 La Costa Meadows 24" Vent @ SD Aband
Elev. (ft)
Moisture
Field Opt
Dry Density (pcf)
Field Max.
Relative Comp.
Obt. Req.
Conform
Non-Conform
Remarks
406.0 8.3% 7.0% 135.4 140.0
335.0 10.7% 8.5% 127.7 134.0
97%
95%
95%
90%
Conform
Conform
337.0 9.9% 8.5% 126.2 134.0 94% 90% Conform
329.0 10.3% 8.5% 125.1 134.0 93% 90% Conform
358.0 10.3% 8.5% 127.8 134.0 95% 95% Conform
447.0 95% 8.5% 123.7 134.0 92% 90% Conform
333.0 10.7% 8.5% 125.9 134.0 94% 90% Conform
341.0 11.1% 8,5% 127.8 134.0 95% 95% Conform
343.0 10.3% 8.5% 128.5 134.0 96% 95% Conform 339.0 10.3% 9.0% 126.7 132.5 96% 95% Conform
422.0 8.3% 7.0% 134.7 140.0 96% 95% Conform
421.0 9.1% 7.0% 134.9 140.0 96% 95% Conform
339.0 9.1% 8.5% 124.7 134.0 93% 90% Conform
340.0 10.7% 8.5% 128.0 134.0 96% 95% Conform
335.0 10.7% 8.5% 128.1 134.0 96% 90% Conform
371.0 11.5% 8.5% 123.9 134.0 92% 90% Conform
373.0 8.7% 7.0% 135.3 140.0 97% 90% Conform
375.0 8.3% 7,0% 134.5 140.0 96% 95% Conform
337.0 10.3% 9.0% 125.7 132.5 95% 90% Conform
342.0 7.9% 7.0% 135.2 140.0 97% 95% Conform
337.0 11.5% 8.5% 125,1 134.0 93% 90% Conform
339.0 9.1% 7.5% 132.7 137.0 97% 90% Conform
338.0 11.1% 8.5% 124.1 134.0 93% 90% Conform
337.0 10.3% 8.5% 124.6 134.0 93% 90% Conform
338.0 10.7% 8.5% 125.1 134.0 93% 90% Conform
338.0 11,1% 8.5% 125.2 1340 93% 90% Conform
338.0 10.3% 8.5% 124.8 134.0 93% 90% Conform
utiity backfilt
utiity backfill
utitty backfiti
utiity backfill
utitty backfill
utiity backfill
utiity backfill
uttity backfiti
utitty backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
uttity backfilt
uttity backfill
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
uttity backfill
utiity backfiti
uttity backfill
utiity backfiti
utiity backfill
utiity backfill
utiity backfill
utiity backfill
ff 1 f I I I f I ifl^iiifififlfflf
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number;
Project Name;
Location;
6S808
Rancho Santa Fe Road North, Phase 2
Carisbad, California
Tost Sample
# Test Date Test Location Elev. (ft)
Moisture
Field Opt
Dry Density (pcf)
Field Max.
Relative Comp.
Obt Roq.
Conform
Non-Conform
Remarks
938 98 3/15/2006 14" H20 Line Aband. Trench BK RSF STA 276+00 335.0
939 98 3/15/2006 14" H20 Line Aband. Trench BK RSF STA 276+00 337.0
940 61 3/15/2006 Existing 20" H20 Line Connect Trench BF RSF STA
245-30
334.0
941 61 3/15/2006 Existing 20" H20 Line Connect Trench BF RSF STA
245-31
336.0
942 98 3/15/2006 Existing 20" H20 Line Connect Trench BF RSF STA
245-32
338.0
943 61 3/16/2006 H20 Line L STA 12+40 417.0
944 61 3/16/2006 H20 Line L STA 12+40 419.0 945 104 3/16/2006 H20 Une L STA 12+40 421.0 946 61 3/22/2006 SD Line G3 STA 10+50 337.0
947 104 3/22/2006 SD Une G3 STA 10+60 339.0 948 104 3/22/2006 SD Une G3 STA 10+70 341.0
949 61 3/22/2006 H20 Line BSTA 11+60 339.0
950 61 3/22/2006 CTS #6 W H20 Line G STA 15+10 401.0 951 61 3/22/2006 H20 Une BSTA 10+80 330.0
952 61 3/22/2006 CTS #7W H20 Line G STA 18+61 380.0 953 61 3/23/2006 H20 Line B STA 11+10 336.0
954 61 3/24/2006 H20 Line BSTA 10+65 329.0
955 61 3/24/2006 H20 Line BSTA 10+65 331.0 956 61 3/27/2006 H20 Line BSTA 10+65 333.0 957 104 3/27/2006 H20 Line BSTA 10+65 335.0 958 104 3/27/2006 H20 Line BSTA 10+65 337.0
959 104 3/27/2006 H20 Line B STA 29+50 340.0
960 104 3/27/2006 H20 Une B STA 29+50 342.0 961 61 3/30/2006 H20 Line BSTA 11+80 339.0
962 61 3/30/2006 H20 Line G STA 29+90 331.0 963 61 3/30/2006 Fire Sen/ice H20 Line D STA 11+17 3370
11.1%
10.3%
9.5%
10.3%
11.1%
8.7%
10.3%
9.1%
9.5%
11.1%
10.3%
9.9%
10.7%
11.1%
10.7%
11.1%
8.3%
6.8%
8.7%
7.9%
8.7%
11.1%
11.5%
10.7%
9.0%
9.0%
8.5%
8.5%
8.5%
7.0%
8.5%
7.0%
7.0%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
8.5%
7.0%
7.0%
7.0%
7,0%
7.0%
8.5%
8.5%
8.5%
121.9
123.5
127.5
10.7% 9.0% 126.6
9.9% 9.0% 128.3
124.9
124.8
135.2
128.9
134.5
133.9
125.2
127.7
126.3
128.3
125.4
124.6
125.6
131.6
132,0
134.4
136.8
134.1
127.9
125.7
126.3
132.5
132.5
134.0
132.5
132.5
1340
134.0
140.0
134.0
140.0
140.0
1340
134.0
134.0
134.0
134.0
134.0
134.0
140.0
140.0
140.0
140.0
140.0
134.0
134.0
134.0
92%
93%
95%
96%
97%
93%
93%
97%
96%
96%
96%
93%
95%
94%
96%
94%
93%
94%
94%
94%
96%
98%
96%
95%
94%
94%
90%
90%
95%
95%
95%
90%
90%
95%
95%
95%
95%
90%
95%
90%
95%
90%
90%
90%
90%
90%
95%
95%
95%
95%
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
Conform
Conform
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfiti
utiity backfill
utiity backfilt
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfiti
utiity backfill
II II II II I I f I ( I (| fl 19 11 fi ffi ffl ffl ffl
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number:
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carisbad, California
Tost
JI
Sample
Jl Test Date Test Localion
H9n 1 \na P CTA OQj.Qn
Elev. (ft)
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks ff
964
ff
fii 3/^n/5nnR
Test Localion
H9n 1 \na P CTA OQj.Qn
Elev. (ft)
Field 1 Opt Field Max. Obt. Req. Non-Conform
Remarks
965
966
967
968
969
970
971
972
973
974
975
976
977
978
979
960
981
110
110
110
61
110
61
61
110
61
61
61
104
61
61
104
61
104
3/30/2006
3/30/2006
3/30/2006
3/31/2006
3/31/2006
3/31/2006
3/31/2006
3/31/2006
4/3/2006
4/3/2006
4/3/2006
4/3/2006
4/4/2006
4/4/2006
4/4/2006
4/4/2006
4/4/2006
982 104 4/4/2006
983 61 4/7/2006
984 61 4/7/2006
985 61 4/7/2006
986 104 4/10/2006
987 61 4/10/2006
988 104 4/10/2006
989 61 4/12/2006
990 61 4/12/2006
H20 Line G STA 29+65
H20 Line G STA 29+70
H20 Une G STA 29+50
Fire Service H20 Line D STA 11+17
Fire Service H20 Line D STA 11+17
H20 Line BSTA 10+25
H20 Line BSTA 10+25
H20 Line BSTA 10+25
H20 Line BSTA 11+55
H20 Line BSTA 12+00
H20 Line BSTA 12+00
H20 Une B STA 12+00
H20 Une G STA 29+36
H20 LineC STA 12+00
H20 Line G STA 29+36
H20 Line C STA 11+50
Irrigation Sen/ice RSF NB STA 259+00 13' LT of RT
FC
tn-igatton Sen/ice RSF NB STA 267+40 13' RT of LT
FC
H20 Une D 1" AV STA 11 +65
H20 LineC STA 10+50
H20 Une D 1" AV STA 11 +65
SD Une G3 STA 10+95 RT Stoe of Box
H20 Line B 4" AV STA 10+50
H20 Line C STA 10+50
H20 Une RSF STA 280+53
H20 Line RSF STA 282+00
338.0
340.0
343.0
339.0
340.0
330.0
332.0
344.0
336.0
338.0
340.0
341.0
341.0
338.0
343.0
336.0
SG
9.9%
8.7%
9.1%
10.3%
9.9%
10.7%
11,1%
10.3%
11.5%
10.3%
9.9%
8.7%
8.7%
10.3%
9.1%
8.3%
6.0%
7.0%
7.0%
7.0%
8.5%
7.0%
8.5%
8.5%
7.0%
8.5%
8.5%
8.5%
7.0%
8.5%
8.5%
7.0%
8.5%
7.0%
130.3
131.4
131.9
129.2
129.8
128.8
127.7
130.4
125.7
129.6
129.3
134.5
127.2
126.2
135.2
125.4
132.5
136.0
136.0
136.0
134.0
136.0
134,0
134.0
136.0
134.0
134.0
134.0
140.0
134,0
1340
140.0
134.0
140.0
96%
97%
97%
96%
95%
96%
95%
96%
94%
97%
96%
96%
95%
94%
97%
94%
95%
90%
95%
95%
95%
95%
95%
95%
95%
95%
90%
95%
95%
95%
95%
90%
95%
90%
95%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confomi
Conform
utiity backfill
utitty backfill
uttity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfilt
utiity backfill
uttity backfiti
utiity backfill
utiity backfill
utiity backfill
uttity backfill
utiity backfill
utiity backfiti
utiity backfill
utitty backfilt
utiity backfilt
SG 6,4% 7.0% 133.4 140.0 95% 95% Conform utiity backfiti
338.0 11,1% 8.5% 127,6 134.0 95% 90% Conform utiity backfill
338.0 10.3% 8.5% 126.6 134.0 94% 90% Conform utiity backfill
339.0 10.7% 8.5% 127.0 134.0 95% 90% Conform utiity backfill
341 0 9.1% 7.0% 135,1 140.0 97% 95% Conform utiity backfill
339.0 9.1% 8.5% 125.4 1340 94% 90% Conform utiity backfiti
339.0 8.3% 7.0% 134.7 140.0 96% 95% Conform utiity backfill
334.0 11.1% 8.5% 126,7 134.0 95% 90% Conform utiity backfill
337.0 99% 8.5% 126.9 134.0 95% 90% Conform utiity backfill
iflflflflllfl Ijififififflfltiflflfl
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
Contract Number;
Project Name:
Location:
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, Califomia
Test Sample Test Date Test Location Elov. (ft)
Moisture
Field Opt
Dry Density (pcf)
Fleld Max.
Relative Comp.
Obt. Req.
Conform
Non-Conform
Remarks
991
992
61
61
4/13/2006
4/13/2006
H20 Une RSF STA 284+00
H20 Line RSF STA 284+50
345.0
336.0 993 61 4/13/2006 H20 Line RSF STA 282 339.0 994 61 4/13/2006 H20 Line RSF STA 283+50 344.0 995 98 4/17/2006 H20 Line RSF STA 281+50 340.0 996 98 4/17/2006 H20 Une RSF STA 283+50 346,0
997 61 4/19/2006 H20 Line C Fire Sen/ice STA 17+05 340.0 998 61 4/28/2006 H20 Line G STA 10+10 422.0
999 9 4/28/2006 H20 Une G STA 10+15 SG
1000 9 4/28/2006 H20 Line G STA 10+15 7" Betow
1001 61 5/1/2006 Exist. Fire Serv. Tie In BF H20 Lined STA 10+17 332.0 1002 61 5/1/2006 Exist. Fire Sen/. Tie In BF H20 Uned STA 10+17 334.0
1003 9 5/1/2006 Exist Fire Serv. Tie In BF H20 Uned STA 10+17 336.0
1004 9 5/1/2006 Exist Fire Serv. Tie In BF H20 Lined STA 10+17 338.0
1005 61 5/8/2006 2" Reconnect H20 Uned 19+5 RSF 340.0 1006 61 5/8/2006 H20 Line STA 10+00 337.0 1007 61 5/8/2006 H20 Line STA 10+00 339.0 1008 61 5/9/2006 H20 Une C RSF STA 284+50 349.0
1009 61 5/9/2006 H20 Line C RSF STA 284+50 351.0 1010 61 5/18/2006 H20 Line BSTA 15+40 331.0 1011 98 5/18/2006 H20 Line BSTA 15+40 333.0
1012 98 5/18/2006 H20 Line BSTA 15+40 SG 1013 126 5/19/2006 8" Sewer Une D STA 10+75 424.0 1014 126 5/19/2006 8" Sewer Line D STA 10+50 426.0 1015 126 5/19/2006 8" Sewer Line D STA 10+30 428.0 1016 126 5/19/2006 8" Sewer Line D STA 10+20 430.0 1017 61 6/13/2006 H20 Service X-ing RSF STA 250+GS @ CL r ATP
1018 99 6/13/2006 H20 Sen/ice X-ing RSF STA 250+GS @ CL 2.5' ATP
1019 99 6/22/2006 H20 Sen/ice X-ing RSF STA 250+55 3'ATP
10.3%
10.3%
11.1%
9.9%
10.7%
9.9%
10.7%
11.1%
12.8%
14.1%
10.7%
11.1%
8,7%
9.5%
9.9%
8.7%
10.3%
10.3%
9.1%
11.1%
91%
10.3%
9.9%
10.3%
9.5%
8.7%
10.7%
6.4%
6.8%
6.5%
8.5%
8.5%
8.5%
9.0%
9.0%
8.5%
8.5%
12.5%
12.5%
8.5%
8.5%
8.0%
8.0%
8.5%
8.5%
8.5%
8.5%
8,5%
8.5%
9.0%
9.0%
8.5%
8.5%
8.5%
8.5%
8.5%
5.5%
5.5%
127.9
124.8
126.8
124.5
127.6
128.1
126.0
125.4
115.0
116.0
126.9
128.1
128.9
127.7
129.6
127.4
127.9
128.7
129.1
126.0
125.1
127.7
123.0
125.1
125.9
128.2
126.4
140.9
138.5
134,0
134.0
134.0
134.0
132.5
132.5
134,0
134.0
120.5
120.5
134.0
134.0
133.5
133.5
134.0
134.0
134.0
134.0
134.0
134.0
132.5
132.5
133.5
133.5
133.5
133,5
134.0
146.5
146.5
95%
93%
95%
93%
96%
97%
94%
94%
95%
96%
95%
96%
97%
96%
97%
95%
95%
96%
96%
94%
94%
96%
92%
94%
94%
96%
94%
96%
95%
90%
90%
90%
90%
95%
95%
90%
90%
95%
95%
90%
90%
90%
90%
95%
90%
90%
90%
95%
90%
90%
95%
90%
90%
90%
95%
90%
95%
90%
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Conform
Confomi
Conform
Conform
Conform
Conform
Conform
Conform
Conform
utiity backfill
utiity backfilt
uttity backfiti
uttity backfilt
utiity backfilt
uttity backfill
utiity backfiti
utiity backfill
uttity backfilt
utiity backfilt
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfiti
utiity backfilt
uttity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfilt
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
utiity backfill
uttity backfilt
utiity backfilt
I I f i i 1 f 1 I I I } ) f I f I I I I I f fi ffi ffl ffl ffl
Contract Number:
Project Name:
Location:
TABLE 3
REPORT OF FIELD DENSITY TESTS (Utilities Only)
65808
Rancho Santa Fe Road North, Phase 2
Carlsbad, California
Test
#
Sample Test Date Test Loc:atlon Etev. (ft)
V ATD
Moisture Dry Density (pcf) Relative Comp. Conform
Remarks TT
1020
*
99 6/22/2006 H20 Service X-ino RSF STA ?*;n+.«^.«5
Etev. (ft)
V ATD
Field 1 Opt
7 10/ c cai
Fiold Max. Obt. 1 Req. Non-Conform
Remarks
95% 95% Conform utiity backfill
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