HomeMy WebLinkAboutCT 02-29; Villas de La Costa; Compaction Test; 2004-10-04PACIFIC SOILS ENGINEERINQ. INC.
7715 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111 - TELEPHONE: (858) 560-1713. FAX: (858) 560-0380
TRIMARK PACIFIC HOMES
613 West Valley Parkway - Suite 200
Escondido, CA 92025 October 4,2004
Work Order 400942
Attention: Mr. Scott Jones,
Project Superintendent
Subject: Compaction Tests for Underground Utility Trench Backfill,
Street and Surface Improvements, Villas de La Costa, Project
No. C.T. 02-29, in the City of Carlsbad, California
-
- Reference: Project Grading Report, Building Pads 1 through 10,
Villas de La Costa, in the City of Carlsbad, California, by
Pacific Soils Engineering, Inc., dated July 19,2004
(Work Order 400942)
Gentlemen: -
This interim report presents the summary of observations and compaction tests for underground
utility trench backfill, street and surface improvements, Villas de La Costa, Project No. C.T. 02-
29, in the City of Carlsbad, California. L
Compaction and laboratory test results are presented in Tables I and II, with the approximate lo-
cations of these tests described in Tables I and II. -
Work on utility trench backfill, street and surface improvements covered by this report was per-
formed under PSE's testing and observation. Accordingly, the work is considered to be in gen-
era1 compliance with the City of Carlsbad criteria, the Olivenhain Municipal Water District
specifications and the approved construction plans.
.
CORPORATE HEAOOUARTERS LOS ANGELES COUNTY TE. 17141 220-0770 TE- (3101 325-7272 or I3231 775-blll
FAX I714 220-9589 FAX 17141 220-9589
RIVERSIDE COUNTY
TEL (909) 582-0170
FAX (909) 582-0176
SOUTH ORANGE COUNTY
TEL: (714) 730-2122
FAX 17141 730-5191
Work Order 400942
October 4,2004
Page 2
This interim report presents information and data relative to the compaction testing for the
utility trench backfill, street and surface improvement work that was performed at the sub-
ject site. A representative(s) of this firm conducted periodic tests and observations during
the progress of the construction in an effort to determine whether compliance with the pro-
ject drawings, specifications and Building Code were being obtained. The presence of our
personnel during the work process did not involve any direction or supervision of the con-
tractor. Technical advice and suggestions were provided to the owner andlor his represen-
tative based upon the results of the tests and observations. Completed work under the
purview of this report is considered suitable for the intended use.
Respectfully submitted,
PACIFIC SOILS ENGINEERING, INC.
Reviewed by: J
. HANSON, CEG 990
Dist: (4) Addressee
(2) Trimark Pacific Homes, Attn: Mr. Paul Faye
RATlJACIJAH:brn:400942, October 4,2004
PACIFIC BOILS ENGINEERING, INC.
Work Order 400942
October 4,2004
TABLE I
Soil Tvpe
Laboratory Maximum Density ASTM:D 1557-91 (All Soil Types)
- Except for Soil Type B1, per California 216 (modified)
Soil Type 0 supplied by plant manufacturer.
Soil Type & Description
B - Green Silty Clay
B1 - Recycled Class II Base
C - Olive Green Silty Clay
D - Light Brown Silty Clayey Sand
- E - Dark Brown Silty Clayey Sand
F - GraySiltySand
G - TanSiltySand
I
J
K
0 - ClassIIBase
- A - Brown Silty Sand
- Light Tan-Brown Clayey Sand
- Reddish Tan Clayey Sand - Brown Sand (Bedding Material Imported for Water Pipe) -
Optimum
Moisture
(% drv wt.)
12.6
16.5
9.8
18.5
13.9
12.2
13.3
12.5
13.1
12.8
8.5
7.3
Maximum
Dry Density
Jlbs./cu.ft.)
118.2
112.4
131.1
109.9
118.0
117.4
111.7
117.0
119.0
118.3
130.7
138.7
bm:400942, October 4, 2004
PACIFIC SOILS ENGINEERING, INC.
-
Work Order 400942
October 4,2004
TABLE1 cont.
LEGEND
Non-Designated Test - Indicates test taken in compacted backfill.
Test Location - Indicated by street and approximate street stationing,
by specified utility line and stationing and/or by adjacent building pad number.
"I.&" - Indicates side of center line in direction of ascending stationing.
Elevation - Indicated by approximate field elevation (feet) above mean sea level, or by
Depth (feet) below finished grade.
F.G. - Indicates finished grade (base grade).
B - Indicates test dtakeno n base area of street.
CG - Indicates test taken on curb and gutter subgrade or base.
G - Indicates test taken in natural gas line trench backfill.
JT - Indicates test taken in joint trench backfill.
S - Indicates test taken in sewer main trench backfill.
SD - Indicates test taken in storm drain trench backfill.
SL - Indicates test taken in sewer lateral trench backfill.
SW - Indicates test taken on sidewalk subgrade or base.
W - Indicates test taken in water main trench backfill.
WS - Indicates test taken in water service trench backfill.
XG - Indicates test taken on cross gutter subgrade or base. * - Indicates test taken on bedding sand bottom of water trench. ** - Indicates test taken on bedding sand over top of water pipe.
R, R2, etc. - Indicates retest of previously failing test in compacted backfill.
TEST TYPE
N - Indicates test by Campbell Pacific Nuclear Test Gauge (per ASTM:D 2922-91
mdD 3017-88).
bm400942, October 4,2004
PACIFIC SOILS ENOINEERING. INC.
Work Order 400942
October 4,2004
TABLE I (cont'd)
,
Depth
Test or Moisture Unit Dry Density Rel. Soil Test Proj.
Date Number Test Location Elev. Opt. Field Max. Field Comp. Type Type Spec.
6/22/04
218s
219SL
220SL
221SL
222s
223s
224SL
6/23/04
225s
226s
227s
228SL
229SL
230SL
231SL
232SL
233SL
237s
238s
239s
240s
Calle Andar (South)
Street Station
11+00 270.0 16.5 18.6 112.4 104.7 93 B N 90
11+06 271.0 18.5 20.5 109.9 99.6 90 C N 90
10+76 270.0 18.5 20.9 109.9 100.9 91 C N 90
11+26 272.0 16.5 19.9 112.4 102.6 91 B N 90
12+05 274.0 12.2 16.3 117.4 106.0 90 E N 90
12+15 273.0 13.9 15.6 118.0 108.7 92 D N 90
1 l+94 273.0 16.5 17.2 112.4 102.0 90 B N 90
Calle Andar (South)
Street Station
12+50
13+50
14+50
12+38
12+68
14+02
14+33
14+54
14+77
10+55
1 l+60
13+00
14+00
6/24/04 Calle Andar (South)
Street Station
241s 15+00
242s 16+00
243s 15+40
244s 16+35
273.0
279.0
280.0
274.0
274.0
282.0
280.0
283.0
281.0
269.0
273.0
278.0
283.0
282.0
286.0
287.0
290.0
1
13.9
13.9
13.9
13.9
13.1
13.1
12.5
12.5
12.5
13.3
13.3
12.5
12.5
13.3
13.3
13.3
13.3
15.0
15.7
14.6
14.9
15.2
15.9
14.7
15.7
15.3
14.7
14.9
14.2
13.2
15.9
16.3
15.4
15.5
118.0
118.0
118.0
118.0
119.0
119.0
117.0
117.0
117.0
111.7
11 1.7
117.0
117.0
111.7
111.7
111.7
111.7
106.5
108.3
107.1
109.5
108.8
108.1
105.7
106.6
105.6
102.0
100.9
107.2
106.0
103.8
102.0
102.4
101.6
90
91
90
92
91
90
90
91
90
91
90
91
90
92
91
91
90
D
D D
D
1
1
G
G
G
F
F
G
G
F
F
F
F
N 90
N 90
N 90
N 90
N 90
N 90
N 90
N 90
N 90
N 90
N 90
N 90
N 90
N 90
N 90
N 90
N90
bm:400942, October 4,2004
Work Order 400942
October 4,2004
TABLE I (cont'd)
: n ?i ii m e r ia
Depth
Test or Moisture Unit Dry Density Rel. Soil Test Proj.
Date Number Test Location Elev. Opt. Field Max. Field Comp. Type Type Spec.
6/24/04 cont
245SL
246SL
247SL
248SL
249s
250s
251s
2525:
253SL
254SL
255SL
256s
257s
258SL
259SL
260SL
6/28/04
261s
262s
263SL
264SL
265SL
266SL
267SL
268s
Calle Andar (South)
Street Station
15+63
15+94
16+14
16+37
Calle Andar (North)
22+50
2 1 +70
22+25
21+50
21+88
21+57
21+37
Via Rico
10+60
10+90
10+42
10+73
10+66
Via Iris
Street Station
10+95
10+75
10+80
10+66
11i25
11+20
10+97
11+60
284.0 13.3 15.6 111.7
288.0 13.3 15.9 111.7
289.0 13.3 16.7 111.7
290.0 13.3 16.2 111.7
289.0 12.5 14.7 117.0
291.0 12.5 13.9 117.0
293.0 12.5 14.9 117.0
294.0 12.5 15.0 117.0
291.0 12.5 14.6 117.0
295.0 12.5 14.9 117.0
293.0 12.5 14.2 117.0
285.0 13.3 14.7 111.7
287.0 13.3 15.2 111.7
287.0 13.3 15.6 111.7
287.0 13.3 16.0 111.7
287.0 13.3 14.7 111.7
100.8 90 F N 90
100.9 90 F N 90
101.9 91 F N 90
100.8 90 F N 90
108.5 92 G N 90
105.7 90 G N 90
107.5 91 G N 90
106.6 91 G N 90
107.2 91 G N 90
105.4 90 G N 90
106.5 91 G N 90
103.0 92 F N 90
101.4 90 F N 90
100.9 90 F N 90
103.8 92 F N 90
103.1 92 F N 90
272.0 12.2 15.6 117.4 109.1 92 E N 90
275.0 16.5 20.8 112.4 104.2 92 B N 90
275.0 13.3 16.2 111.7 102.6 91 F N 90
274.0 16.5 21.6 112.4 101.4 90 B N 90
273.0 12.2 15.2 117.4 108.1 92 E N 90
275.0 12.2 16.3 117.4 106.3 90 E N 90
275.0 16.5 17.6 112.4 102.0 90 B N 90
276.0 12.2 13.1 117.4 109.6 93 E N 90
2 bm400942, October 4,2004
Work Order 400942
October 4,2004
I
TABLE I (cont'd)
Depth
Test or Moisture Unit Dry Density Rel. Soil Test Proj.
Date Number Test Location Elev. Opt. Field Max. Field Comp. Type Type Spec.
6/29/04 Via Iris
Street Station
269s 12+25 277.0 12.2 14.0 117.4 109.2 93 E N 90
270SL 12+31 279.0 12.2 15.6 117.4 106.9 91 E N 90
271s 12+95 279.0 12.2 14.4 117.4 106.4 90 E N 90
272s 13+50 281.0 12.8 13.9 118.3 110.0 92 J N 90
7/6/04 Adj. Bldg. 4 - Sheet 5
Storm Drain Station
273SD 13+70 284.0 13.3 16.5 111.7 103.2 92 F N 90
274SD 13+50 287.0 12.2 15.0 117.4 106.9 91 E N 90
275SD 13+40 281.0 13.3 14.6 111.7 104.6 93 F N 90
276SD 11+50 276.0 13.3 14.4 111.7 99.5 89 F N 90
276SDR 1 l+50 276.0 13.3 17.0 111.7 102.0 91 F N 90
277SD 11+25 275.0 13.3 18.1 111.7 104.7 93 F N 90
Adj. Bldg. 9 -Sheet 12
Adj. Bldg. 8 - Sheet 12
7/7/04 Adj. Bldg. 5 - Sheet 8
Storm Drain Station
278SD 4w35 280.0 12.2 15.4 117.4 108.7 92 E N 90
279SD 40+70 284.0 12.2 15.9 117.4 109.6 93 E N 90
280SD 12+35 279.0 12.2 15.0 117.4 106.6 90 E N 90
Adj. Bldgs. 9/10 - Sheet 12
7/8/04 Adj. Bldg. 9 - Sheet 12
Storm Drain Station
Calle Andar (South)
Street Station
281SD 1 l+85 277.0 12.2 16.2 117.4 107.6 91 E N 90
282s 9+95 266.0 13.3 18.8 111.7 100.9 90 F N 90
283s lot05 269.0 13.3 14.6 111.7 101.3 90 F N 90
3 bm:400942, October 4,2004
,
Work Order 400942
October 4,2004
TABLE I (cont'd)
Depth
Test or Moisture UnitDry Density Rel. Soil Test Proj.
Date Number Test Location Elev. Opt. Field Max. Field Comp. Type Type Spec.
7/8/04 cont. Calle Andar (South)
Street Station
284s 13+42 278.0 12.2 16.0 117.4 107.9 91 E N 90
285s 13+30 280.0 13.3 15.9 111.7 102.9 92 F N 90
7/9/04
286s
287s
288s
288SR
289s
289SR
290s
291SL
292s
293s
294SL
295%
Calle Andar (South)
Street Station
16+95
16+60
Calle Andar (North)
21+25
2 I +25
Calle Andar (South)
16+80
16+80
Via Iris
14+55
14+52
Calle Andar (North)
21+35
Via Iris
14+05
14+10
14+32
290.0 12.8 17.5 118.3
289.0 12.8 15.1 118.3
293.0 12.8 18.2 118.3
293.0 12.8 16.9 118.3
292.0 12.8 17.0 118.3
292.0 12.8 15.5 118.3
287.0 18.5 20.9 109.9
288.0 18.5 21.4 109.9
294.0 12.8 15.2 118.3
283.0 18.5 19.9 109.9
284.0 18.5 19.0 109.9
285.0 16.5 18.6 112.4
106.9 90 J N 90
107.7 91 J N 90
103.4 87 J N 90
106.7 90 J N 90
104.9 88 J N 90
108.2 91 J N 90
99.2 90 C N 90
100.2 91 C N 90
111.0 93 J N 90
99.2 90 C N 90
99.9 90 C N 90
102.4 91 B N 90
7/12/04 Via Iris
Street Station
Via Rico
296s 14+15 286.0 12.8 17.1 118.3 106.9 90 J N 90
297s 11+15 286.0 13.3 16.0 111.7 104.1 93 F N 90
298SL 11+16 287.0 13.3 16.8 111.7 103.4 92 F N 90
299s 10+15 286.0 12.8 13.6 118.3 107.5 90 J N 90
4 bm:400942, October 4,2004
Work Order 400942
October 4,2004
TABLE I (cont'd)
z n
Depth
Test or Moisture Unit Dry Density Rel. Soil Test Proj.
Date Number Test Location Elev. Opt. Field Max. Field Comp. Type Type Spec.
7/12/04 cont. Via Iris
Street Station
300s 13+25 279.0 13.3 17.2 111.7 103.2 92 F N 90
301SL 12+79 280.0 18.5 19.9 109.9 100.9 91 C N 90
302s 12+68 278.0 18.5 18.9 109.9 99.9 90 C N 90
303SL 12+60 279.0 13.3 17.1 111.7 101.8 91 F N 90
304s 11+22 289.0 13.3 15.9 111.7 105.0 94 F N 90
305s 13+15 283.0 13.3 17.2 111.7 102.6 91 F N 90
306s 12+75 281.0 13.3 18.0 111.7 103.1 92 F N 90
Via Rico
Via Iris
711 6/04
307s
308s
308SR
309s
310s
311s
312s
313s
Via Ins
Street Station
10+00
10+10
10+10
11+85
11+35
11+79
11+45
12+05
272.0 12.2 15.8 117.4 108.6 92 E N 90
275.0 13.3 15.9 111.7 97.6 87 F N 90
275.0 13.3 16.2 111.7 101.2 90 F N 90
275.0 13.3 15.5 111.7 103.5 92 F N 90
274.0 13.3 16.9 111.7 101.7 91 F N 90
278.0 13.3 16.0 111.7 102.7 91 F N 90
278.0 13.3 15.5 111.7 104.2 93 F N 90
279.0 12.2 15.1 117.4 107.1 91 E N 90
7/19/04 Adj. Bldg. 4 - Sheet 5
Storm Drain Station
314SD 14+10 284.0 13.3 16.2 111.7 103.8 92 F N 90
315SD 13+85 285.0 12.2 15.0 117.4 108.4 92 E N 90
316SD 14+00 286.0 12.2 14.6 117.4 109.5 93 E N 90
5 bm:400942, October 4,2004
Work Order 400942
October 4,2004
TABLE I (cont'd)
Depth
Test or Moisture Unit Dry Density Rel. Soil Test Proj.
Date Number Test Location Elev. Opt. Field Max. Field Comp. Type Type Spec.
8/2/04
332SD
333SD
334SD
334SDR
335SD
8/3/04
336SD
337SD
338SD
339SD
340SD
341SD
342SD
343SD
344SD
344SDR
8/9/04
345w
346W
Adj. Bldg. 5 - Sheet 12
Storm Drain Station
12+92
12+85
12+80
12+80
Adj. Bldg. 9 - Sheet 12
12+00
Adj. Bldg. 9 -Sheet 12
Storm Drain Station
12+07
12+20
Adj. Bldg. 8 - Sheet 12
10+14
1M-45
10+68
Via Iris - Sheet 4
20+50
20+63
2M-10
Calle An& (South) - Sheet 8
41+20
41+20
Calle Andar (South)
Street Station
11+00
12+05
279.5
280.0
282.0
282.5
275.5
278.0
280.0
273.0
272.5
273.0
276.5
278.5
274.5
284.0
284.0
269.0*
13.1
13.1
13.1
13.1
12.8
12.8
12.8
13.1
13.1
13.1
12.8
12.8
12.8
12.8
12.8
8.5
274.0* 8.5
13.3
13.2
12.9
13.2
13.1
12.9
13.0
13.1
13.5
13.4
12.9
12.8
12.9
9.9
13.0
9.6
9.5
119.0
119.0
119.0
119.0
118.3
118.3
118.3
119.0
119.0
119.0
118.3
118.3
118.3
118.3
118.3
130.7
130.7
107.8
108.3
105.9
107.9
106.9
109.0
107.3
110.0
107.2
108.6
106.7
108.8
107.4
106.8
107.0
118.0
118.1
90
91
88
90
90
92
90
92
90
91
90
91
90
90
90
90
90
1
1
1
i
J
J
J
1
1
1
J
J
J
J
J
K
K
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
90
6 bm400942, October 4,2004
Work Order 400942
October 4,2004
TABLE I (cont'd)
Depth
Test or Moisture Unit Dry Density Rel. Soil Test Proj.
Date Number Test Location Elev. Opt. Field Max. Field Comp. Type Type Spec.
8/9/04 cont. Calle Andar (South)
Street Station
347w 12+90 276.0' 8.5 8.9 130.7 117.8 90 K N 90
348W 13+95 281.0* 8.5 8.5 130.7 118.3 90 K N 90 349w 15+50 286.5* 8.5 9.0 130.7 117.9 90 K N 90
8/10/04 Calle Andar (South)
Street Station
350W 10+60 268.5** 8.5 10.1 130.7 117.9 90 K N 90
351W lot90 2699' 8.5 10.3 130.7 117.8 90 K N 90
352W 11+20 271.0** 8.5 10.3 130.7 120.2 91 K N 90
353w 11+63 273.0** 8.5 10.4 130.7 123.0 94 K N 90
354w 12+00 275.0;; 8.5 10.2 130.7 119.7 91 K N 90 355w 13+00 277.5;' 8.5 10.1 130.7 119.6 91 K N 90
811 1/04
356XG
357CG
358CG
359w
360W
361W
362XG
363CG
364CG
364CGR
Via Iris
Street Station
15+63 R
15155 R
15+25 R
Calle Andar (South)
15+80
16+28
Calle Andar (North)
20+60
Via Iris
15+63 R
15+40 R
15+20 R
15+20 R
F.S.G.
F.S.G.
F.S.G.
287.0;
288.5*
288.5;
F.G.
F.G.
F.G.
F.G.
13.1 13.3 119.0 113.4 95 I N 95
13.1 13.4 119.0 113.1 95 I N 95
13.1 13.2 119.0 113.6 95 I N 95
8.5 10.0 130.7 118.2 90 K N 90
8.5 9.8 130.7 118.8 90 K N 90
8.5 9.5 130.7 119.9 91 K N 90
9.8 11.0 131.1 124.9 95 B1 N 95
9.8 10.7 131.1 126.0 96 B1 N 95
9.8 10.8 131.1 118.9 90 BI N 95
9.8 10.3 131.1 124.8 95 BI N 95
7 bm:400942, October 4,2004
Work Order 400942
October 4,2004
TABLE I (cont'd)
0
i ii
ul 0 5
I P
Depth
Test or Moisture Unit Dry Density Rel. Soil Test Proj.
Date Number Test Location Elev. Opt. Field Max. Field Comp. Type Type Spec.
8/11/04 cont. Calle Andar (South)
Street Station
365W 10+85 271.5 12.8 13.0 118.3 107.3 90 J N 90
366W 11+40 274.0 12.8 12.9 118.3 108.0 91 J N 90
367W ll+85 276.5 12.8 13.3 118.3 106.9 90 J N 90
368W 12+28 277.0 12.8 13.2 118.3 107.2 90 J N 90
8/12/04
369W
370W
371W
372W
373w
374w
375w
8/13/04
376W
377w
378W
379w
380WS
381WS
382WS
383WS
Calle Andar (South)
Street Station
14+24 282.5" 8.5 9.8 130.7 119.6 91 K N 90
14+65 283.5** 8.5 8.7 130.7 120.0 91 K N 90
15+29 286.5** 8.5 10.1 130.7 117.8 90 K N 90
15+68 287.5" 8.5 10.2 130.7 118.3 90 K N 90
16+29 289.5** 8.5 8.9 130.7 121.0 92 K N 90
10+37 284.5" 8.5 9.1 130.7 121.4 92 K N 90
10+83 285.5* 8.5 9.6 130.7 119.9 91 K N 90
Via Rico
Calle Andar (South)
Street Station
22+40
21+35
14+42
14+86
15+54
16+05
16+47
Calle Andar (North)
21+79
293.5**
292.F
283.0**
284.5'*
288.0**
288.0**
289.5**
293.5**
8.5 8.6 130.7 123.0 94 K N 90
8.5 9.4 130.7 121.9 93 K N 90
8.5 8.9 130.7 122.7 93 K N 90
8.5 9.0 130.7 119.0 91 K N 90
8.5 9.4 130.7 120.8 92 K N 90
8.5 9.0 130.7 121.6 93 K N 90
8.5 9.7 130.7 120.3 92 K N 90
8.5 8.9 130.7 119.0 91 K N 90
8 bm:400942, October 4,2004
Work Order 400942
October 4,2004
TABLE I (cont'd)
Depth
Test or Moisture Unit Dry Density Rel. Soil Test Proj.
Date Number Test Location Elev. Opt. Field Max. Field Comp. Type Type Spec.
811 6104 Via Iris
Street Station
384SW 15+38 R F.G. 9.8 10.2 131.1 124.6 95 BI N 90
385SW 15+20 R F.G. 9.8 11.0 131.1 120.9 92 BI N 90
385SWR 15+20 R F.G. 9.8 10.9 131.1 125.0 95 BI N 90
386W 14+15 285.0 13.1 13.9 119.0 109.3 91 I N 90
387W 14+60 286.0 13.1 13.5 119.0 110.0 92 I N 90
388W 14+93 286.5 13.1 13.6 119.0 107.6 90 I N 90
389W 15+23 288.0 13.1 13.8 119.0 108.7 91 I N 90
390W 15+75 290.0 13.1 13.6 119.0 109.4 91 I N 90
391W 16+25 291.5 13.1 13.9 119.0 108.3 91 I N 90
392W 22+50 296.0 13.1 13.4 119.0 110.1 92 I N 90
Calle Andar (South)
Calle Andar (North)
393w 2 1 +60 295.0 13.1 13.2 119.0 110.8 93 I N 90
811 8/04
394w
395w
396W
397w
398W
8/19/04
399w
400W
Calle Andar (North)
Street Station
21+00
Via Iris
15+00
13+75
12+25
Via Rico
10+50
Via Iris
Street Station
14+15
14+50
290.5* 8.5 10.3 130.7 120.6 92 K N 90
286.5* 8.5 10.0 130.7 118.1 90 K N 90
283.5' 8.5 12.4 130.7 119.4 91 K N 90
277.5* 8.5 11.6 130.7 123.7 94 K N 90
285.0* 8.5 10.9 130.7 120.5 92 K N 90
284.5* 8.5 9.8 130.7 119.2 91 K N 90
285.5' 8.5 8.9 130.7 122.3 93 K N 90
9 bm:400942, October 4,2004
Work Order 400942
October 4,2004
TABLE I (cont'd)
Depth
Test or Moisture Unit Dry Density Rel. Soil Test Proj.
Date Number Test Location Elev. Opt. Field Max. Field Comp. Type Type Spec.
8/20104 Via Rico
Street Station
401W 10+20 286.0** 8.5 10.2 130.7 120.9 92 K N 90
402W 11+00 286.5** 8.5 10.9 130.7 118.7 90 K N 90
Via Rico
Street Station
403W 11+10 289.0 13.1 14.7 119.0 113.5 95 I N 90
404w 10+25 287.0 13.1 14.7 119.0 112.0 94 I N 90
812 1/04
8/24/04
405W
406W
407W
408W
409W
410W
411W
Via Iris
Street Station
11+50 275.5' 8.5 9.3 130.7 121.7 93 K N 90
12+75 278.5: 8.5 8.9 130.7 119.9 91 K N 90
13+00 280.0** 8.5 9.1 130.7 119.8 91 K N 90
13+50 283.0** 8.5 9.3 130.7 119.1 91 K N 90
12+75 282.0 13.9 14.8 118.0 108.0 91 D N 90
13+00 283.0 13.9 15.0 118.0 107.7 91 D N 90
13+85 287.0 13.9 14.9 118.0 107.0 90 D N 90
8/25/04 Via Iris - Abandoned Water Trench, Excavated in Wrong Location
Street Station
412 1W53 277.0 16.5 16.5 112.4 101.9 90 B N 90
413 11+32 279.0 16.5 12.3 112.4 96.7 86 B N 90
413R 11+32 279.0 16.5 16.6 112.4 103.4 91 B N 90
8/26/04 Via Iris
Street Station
414W 11+17 275.0* 8.5 9.6 130.7 120.8 92 K N 90
415W 10+65 273.0* 8.5 9.3 130.7 119.0 91 K N 90
10 bm:400942, October 4,2004
Work Order 400942
October 4,2004
TABLE I (cont'd)
Depth
Test or Moisture Unit Dry Density Rel. Soil Test Proj.
Date Number Test Location Elev. Opt. Field Max. Field Camp. Type Type Spec.
8/27/04 Via Ins
Street Station
13+50
14+60
416W
417W
285.0
288.0
13.1
13.1
14.5
13.8
119.0
119.0
93
94
111.7
112.9
i
1
N
N
90
90
8/31/04 via Iris
Street Station
10+76
11+70
420WS
421W
276.0 12.5 13.8 117.0 109.7 93 G N 90
278.0 12.5 13.2 117.0 108.9 93 G N 90
9/10/04 Calle Andar (North)
Street Station
20+40
Calle Andar (South)
17+00
16+00
14+00
11+70
Via Ins
Street Station
11+00
12+50
13+80
13+80
432JT
433JT
434JT
435JT
436JT
296.0
295.0
292.0
285.0
276.0
13.1
13.1
13.1
13.1
13.1
14.7
13.8
13.4
15.0
14.2
119.0
119.0
119.0
119.0
119.0
111.7 93
94
93
95
92
1 N 90
112.8
110.9
113.1
110.5
N
N
N
N
90
90
90
90
9/13/04
437JT
438JT
439JT
439JTR
9/14/04
44oG
278.0
282.0
287.0
287.0
13.1
13.1
13.1
13.1
13.5
14.7
14.2
13.3
119.0
119.0
119.0
119.0
110.3
112.5
105.8
113.7
92
94
88
95
N
N
N
N
90
90
90
90
Gas Line Crossing Cmtella Street -1.0 12.6 13.9 118.2 114.8 97 N 95 A
11 bnc400942, October 4,2004
,
Work Order 400942
October 4,2004
Test
TABLE I (cont'd)
Depth
or Moisture Unit Dry Density Rel. Soil Test Proj.
Date Number Test Local m Elev. Opt. Fie1 Max. Field Comp. Type Type Spec.
9/20/04 Rancho Santa Fe Road
Street Station
445ws 162+08 L 290.0 8.5 12.5 130.7 126.7 96 K N 95
4468 162+08 L F.G. 7.3 7.1 138.7 133.2 96 0 N 95
9/21/04
449ws
45ows
451B
Rancho Santa Fe Road
Street Station
162+08 L
162+08 R
162+08 R
288.0* 8.5 9.2 130.7 124.2 95 K N 95
290.0 8.5 12.1 130.7 125.3 95 K N 95
F.G. 7.3 7.9 138.7 134.0 96 0 N 95
12 bm400942, October 4,2004