HomeMy WebLinkAbout0850-72_Baseline Avenue/Almeria Avenue - Sewer Project_29.1•
4•J• INCORPORATED
P.O. Box 231 • 1355 East Cooley Drive, Colton, CA 92324 • Phone (909) 824-7210
11910 Hesperia Road, Suite 2 • Hesperia, CA 92345 • (619) 949-0006
August 11, 1993
City of Fontana
P. O. Box 518
Fontana, California 92335
Attention: Mr. Yusuf Patanwala
Dear Mr. Patanwala:
Job No. 93301-1
This letter transmits four copies of our Compaction Report, Street Finish Grade_Tests, Baseline
Avenue, West of Almeria Avenue, Fontana, California.
We appreciate this opportunity to provide geotechnical services for this project. If you have
questions or comments concerning this report, please contact us at your convenience.
f
GJM/JED:tlh
Respectfully submitted,
C.H.J., INCORPORATED
e,
John E. Dalgity, Operations Manager
RECEIVED
AUG •
3
`si S OFFICE
SOILS ENGINEERS • MATERIALS TESTING AND EVALUATION • CONSTRUCTION INSPECTION
C • H • cJ • INCORPORATED
P.O. Box 231 • 1355 East Cooley Drive, Colton, CA 92324 • Phone (909) 824-7210
11910 Hesperia Road, Suite 2 • Hesperia, CA 92345 • (619) 949-0006
August 11, 1993
City of Fontana
P. O. Box 518
Fontana, California 92335
Attention: Mr. Yusuf Patanwala
Dear Mr. Patanwala:
Job No. 93301-1
This letter transmits four copies of our Compaction Report, Sewer Trench Backfill Tests, Baseline
Avenue and Almeria Avenue, Trunk Sewer System, Fontana, California.
We appreciate this opportunity to provide geotechnical services for this project. If you have
questions or comments concerning this report, please contact us at your convenience.
Respectfully submitted,
C.H.J., INCORPORATED
John E. Dalgity, Operations Manager
GJM/JED:tlh
SOILS ENGINEERS • MATERIALS TESTING AND EVALUATION • CONSTRUCTION INSPECTION
•
(IMI• 1-V-11 • � • INCORPORATED
P.O. Box 231 • 1355 East Cooley Drive, Colton, CA 92324 • Phone (909) 824-7210
11910 Hesperia Road, Suite 2 • Hesperia, CA 92345 • (619) 949-0006
August 11, 1993
City of Fontana
P. O. Box 518
Fontana, California 92335
Attention: Mr. Yusuf Patanwala
Subject: Compaction Report
Street Finish Grade
Baseline Avenue, West of Almeria Avenue
Fontana, California
Dear Mr. Patanwala:
Job No. 93301-1
This report covers the results of in —place density tests taken to date on the street finish grade at the
above referenced location.
All tests were taken in "coordination with and as requested by the client's representative.
FIELD PROCEDURE:
A total of 19 in —place density tests were taken by the sand volume method between July 8 and July
12, 1993. A representative sample of the soil encountered was returned to the laboratory for
determination of the Optimum Moisture Content — Maximum Dry Density curve.
SOILS ENGINEERS • MATERIALS TESTING AND EVALUATION • CONSTRUCTION INSPECTION
•.
•Cv�J•
Page No. 2
Job No. 93301-1
The locations of the in —place density tests are indicated on the attached Field Compaction Test
Summary Sheet and Plat.
OPTIMUM MOISTURE — MAXIMUM DENSITY RELATION:
ASTM D 1557-78
Soil Optimum Moisture Maximum Dry Density
Type Classification (Percent) (PCF)
1 Sandy Gravel, fine .to medium, 8.5 132.5
with coarse; gravel to 3",
brown (GP)
RESULTS:
The results of the in —place density tests taken to date, and the relative compaction in each case, are
shown on the attached Field Compaction Test Summary Sheet.
The test results presented herein represent an independent sample of the compaction achieved by
the contractor who performed the actual compaction operation. Certain information concerning the
location of the street finish grade tested was furnished by persons representing themselves as
knowledgeable of those conditions. In many cases, independent verification of that information
furnished to us, or the knowledge of that information by any person representing themselves as
knowledgeable, is not possible. That information is relied upon during the performance of these
tests.
Page No. 3
Job No. 93301-1
Compaction testing by our firm in no way relieves the contractor from his obligation to properly
perform his work, and this report does not serve as a warranty of the contractor's work or of the
information supplied to us by the contractor.
Qt�orf ss• oy\
d\ soya
et No. 443 a
EXPIRATION DATE
* 3-31.97
qlf OF CAt.1iCr
GJM/GK/RJJ:tlh
Respectfully submitted,
C.H.J., INCORPORATED
tanjali Kanchi, Staff Engineer
Robert J. Johnson, G.E. 443
Senior Vice President
Enclosures: Field Compaction Test Summary Sheet
Plat
Distribution: City of Fontana (4)
FIELD COMPACTION TEST SUMMARY SHEET
PROJECT: CITY OF FONTANA - STREET FINISH GRADE, BASELINE AVENUE,
WEST OF ALMERIA AVENUE, FONTANA, CALIFORNIA
Job No
Sh
93301-1
1 of 1
Date
Test
No.
Location Of Test
Depth
Cut
Of
Fill
Depth
Of
Test
DENSITIES
MC%
Soil
Type
Remarks or
Retest Of
Dry
Max.
Rel.
(Ibs/cubic foot)
7-08-93
FG-1
Baseline Avenue, Station 10+25, Main
0.0-0.5
132.2
138.0
96
6.1
1
20% RX
FG-2
Baseline Avenue, Station 12+75, Main
0.0-0.5
141.2
142.0
99
7.0
1
35% RX
FG-3
Baseline Avenue, Station 15+25, Main
0.0-0.5
130.6
135.0
97
6.3
1
10% RX
FG-4
Baseline Avenue, Station 17+75, Main
0.0-0.5
134.3
139.5
96
5.9
1
25% RX
FG-5
Baseline Avenue, Station 20+25, Main
0.0-0.5
134.7
137.0
98
6.6
1
15% RX
FG-6
Baseline Avenue, Station 22+75, Main
0.0-0.5
132.1
139.5
95
6.0
1
25% RX
FG-7
Baseline Avenue, Station 25+25, Main
0.0-0.5
131.1
137.0
96
5.8
1
15% RX
FG-8
Baseline Avenue, Station 27+75, Main
0.0-0.5
134.0
141.0
95
6.0
1
30% RX
FG-9
Baseline Avenue, Station 30+25, Main
0.0-0.5
140.0
139.5
100+
8.0
1
25% RX
FG-10
Baseline Avenue, Station 32+75, Main
°
0.0-0.5
141.6
142.0
99
8.6
1
35% RX
FG-11
Baseline Avenue, Station 35+25, Main
0.0-0.5
133.0
138.0
96
6.7
1
20% RX
FG-12
Baseline Avenue, Station 37+75, Main
0.0-0.5
134.3
137.0
98
7.2
1
15% RX
FG-13
Baseline Avenue, Station 40+25, Main
0.0-0.5
131.8
138.0
96
6.3
1
20% RX •
7-09-93
FG-14
Baseline Avenue, Station 42+25, Main
0.0-0.5
145.4
142.0
100+
8.6
1
35% RX
7-12-93
FG-15
Baseline Avenue, Station 10+00, Lateral
0.0-0.5
138.7
139.5
99
6.5
1
25% RX
FG-16
Baseline Avenue, Station 16+35, Lateral
0.0-0.5
137.4
139.5
98
8.0
1
25% RX
FG-17
Baseline Avenue, Station 29+01, Lateral
0.0-0.5
140.0
144.5
97
7.5
1
40% RX
FG-18
Baseline Avenue, Station 36+51, Lateral
0.0-0.5
132.8
137.0
96
6.0
1
20% RX
FG-19
Baseline Avenue, Station 42+70, Lateral
0.0-0.5
134.8
139.5
97
6.5
1
25% RX
LEGEND:
(SG) Tests on Subgrade Elevation; (BF) Tests on Backfill; (FP) Tests on Fill in Progress
(FG) Tests on Finish Grade Elevation; (Mc) Moisture Content; (REL) Relative; (RX) Rock Corrected; (*) Denotes Failure
•.
ei
• •
-N-
Scale:l'=150'
O
+ w
CV <
W W
ZZ
UN'
Qm
28100 29t00
I
8+00-
7+00-
6+00
2
U
1A
O— —
CC
5+00 W
U
4+00-
2}00'
WALNUT ST.
ALMERIA
9iq��X
30t00 31100 32100 •) 33
I
26+00-
25+00-
24+00- IZ
0
Q
23+00- >
41115t4u,
� -VF.x00
/
22+00-
21+00-CC
/
U
MATCHLINE 20+00
19+00-
18+00-
17+00-
SEWERLINE (Typ.)
16+00 -
15+00 -
14+00-
13+00-
12+00-
34t00 35t00 36t00 37+00 38t00 39t00 401-00 41t00 42+00
MATCHLINE 20+00
R/ W (TyP•)\
LIME AVE.
10 j00 11 +00
SEWERLINE (Typ.
BASELINE
AVE.
/19
r R/W (Typ.)
MONTECA DR.
ALMERIA
12 100 13 +,00 14+00 15+00 16 +00 17 +00 18 i00 19 100 20-100 21t00 22100 23t00 24400 251i- 00 26t00
BEECH AVE.
BASELINE
II
SULTANA AVE.
AVE.
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JOB NUMBER
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DATE: August 1993
FINISH GRADE TESTS
4•iJ• INCORPORATED
P.O. Box 231 • 1355 East Cooley Drive, Colton, CA 92324 • Phone (909) 824-7210
11910 Hesperia Road, Suite 2 • Hesperia, CA 92345 • (619) 949-0006
August 11, 1993
City of Fontana
P. O. Box 518
Fontana, California 92335
Attention: Mr. Yusuf Patanwala
Subject: Compaction Report
Sewer Trench Backfill
Baseline Avenue and Almeria Avenue
Trunk Sewer System
Fontana, California
Dear Mr. Patanwala:
Job No. 93301-1
This report covers the results of in —place density tests taken to date on the sewer trench backfill at
the above referenced location.
All tests were taken in coordination with and as requested by the client's representative.
FIELD PROCEDURE:
A total of 19 in —place density tests were taken by the sand volume method between May 11 and
July 1, 1993. A representative sample of the soil encountered was returned to the laboratory for
determination of the Optimum Moisture Content — Maximum Dry Density curve.
SOILS ENGINEERS • MATERIALS TESTING AND EVALUATION • CONSTRUCTION INSPECTION
C•H•�•
Page No. 2
Job No. 93301-1
The locations of the in —place density tests are indicated on the attached Field Compaction Test
Summary Sheet and Plat.
OPTIMUM MOISTURE — MAXIMUM DENSITY RELATION:
ASTM D 1557-78
Soil Optimum Moisture Maximum Dry Density
Type Classification (Percent) (PCF)
1 Sandy Gravel, fine to medium, 8.5 132.5
with coarse; gravel to 3",
brown (GP)
RESULTS:
The results of the in —place density tests taken to date, and the relative compaction in each case, are
shown on the attached Field Compaction Test Summary Shcet.
The test results presented herein represent an independent sample of the compaction achieved by
the contractor who performed the actual compaction operation. Certain information concerning the
depth and location of the sewer trench backfill tested was furnished by persons representing
themselves as knowledgeable of those conditions. In many cases, independent verification of that
information furnished to us, or the knowledge of that information by any person representing
themselves as knowledgeable, is not possible. That information is relied upon during the
performance of these tests.
(C •
N•c1•
Page No. 3
Job No. 93301-1
Compaction testing by our firm in no way relieves the contractor from his obligation to properly
perform his work, and this report does not serve as a warranty of the contractor's work or of the
information supplied to us by the contractor. -
,J.
`15.o. 443 s =
`mil EXPIRATION DATE
I:ESSIoy
c 3.31.97 P�
sT °TEetitk\ a�Q
foff)>k
GJM/GK/RJJ:tlh
Respectfully submitted,
C.H.J., INCORPORATED
7
G/tanjali Kanchi, Staff Engineer
Ro . e J. Johnso r , .E. 443
Sen or Vice Presi• nt
Enclosures: Field Compaction Test Summary Sheet
Plat
Distribution: City of Fontana (4)
FIELD COMPACTION TEST SUMMARY SHEET
PROJECT: CITY OF FONTANA - SEWER TRENCH BACKFILL, BASELINE AVENUE AND
ALMERIA AVENUE, TRUNK SEWER SYSTEM, FONTANA, CALIFORNIA
Job No
Sh
93301-1
1 of 1
Date
Test
No.
Location Of Test
Depth
p
Cut
Of
Fill
Depth
Of
Test
DENSITIES
MC%
Soil
Type
Remarks or
Retest Of
Dry
Max.
Rel.
(Ibs/cubic foot)
5-11-93
BF-1
Almeria Avenue, Station 14+25
17.0
8.0
3.0-3.5
115.4
138.0
84
7.0
1
25% RX " •
5-12-93
BF-2
Almeria Avenue, Station 16+75
16.0
8.0
2.5-3.0
124.9
144.0
87
9.0
1
42% RX **
5-13-93
BF-3
Almeria Avenue, Station 19+50
18.0
10.0
3.0-3.5
151.1
138.5
100+
9.9
1
25% RX
5-14-93
BF-4
Almeria Avenue, Station 22+25
18.0
6.0
3.0-3.5
118.0
142.5
83
10.0
1
35% RX "
5-18-93
BF-5
Almeria Avenue, Station 24+75
16.0
13.0
3.0-3.5
135.6
141.0
96
9.1
1
35% RX
I3F-6
Almeria Avenue, Station 26+35
16.0
13.0
3.5-4.0
137.3
145.0
95
9.5
1
43% RX
5-19-93
I3F-7
Almeria Avenue, Station 1+30
14.0
14.0
3.5-4.0
142.2
144.0
99
10.3
1
40% RX
5-24-93
13F-8
Almeria Avenue, Station 7+00
16.0
16.0
3.5-4.0
137.5
141.0
98
8.6
1
30% RX
13F-9
Almeria Avenue, Station 11+00
15.0
15.0
4.0-4.5
136.0
138.0
98
4.5
1
20% RX
6-17-93
I3F-10
I3aseline Avenue, Station 15+25
17.0
7.0
1.0-1.5
132.9
143.0
93
9.0
1
34% RX
BF-11
Baseline Avenue, Station 12+00
17.0
17.0
3.0-3.5
129.8
135.0
96
9.2
1
10% RX
6-18-93
BF-12
Baseline Avenue, Station 17+75
17.0
8.0
1.0-1.5,
129.0
144.0
90
7.9
1
40% RX
6-22-93
BF-13
Baseline Avenue, Station 25+00
17.0
10.0
2.0-2.5
135.5
141.0
96
9.0
1
30% RX •
BF-14
Baseline Avenue, Station 20+80
17.0
17.0
1.0-1.5
126.2
135.0
94
7.0
1
10% RX
6-23-93
BF-15
Baseline Avenue, Station 27+75
17.0
10.0
1.0-1.5
128.9
141.0
91
7.4
1
30% RX
6-25-93
BF-16
Baseline Avenue, Station 34+00
17.0
11.0
1.0-1.5
130.3
141.0
• 92
9.6
1
30% RX
BF-17
Baseline Avenue, Station 30+50
17.0
17.0
3.0-3.5
140.3
148.0
95
8.7
1
55% RX
6-29-93
BF-18
Baseline Avenue, Station 38+00
17.0
14.0
2.0-2.5
132.0
139.5
95
8.6
1
25% RX
7-01-93
BF-19
Baseline Avenue, Station 40+50
17.0
17.0
3.0-3.5
129.0
139.5
93
8.0
1
25% RX
LEGEND: (SG) Tests on Subgrade Elevation; (BF) Tests on Backfill; (FP), Tests on Fill in Progress
(FG) Tests on Finish Grade Elevation; (Mc) Moisture Content; (REL) Relative; (RX) Rock Corrected; (*) Denotes Failure
(**) Denotes Failure, No Retest Requested .
•
-N-
Scale: r-150'
8+00-
7+00-
6+00
cc
U
<n
O— —
2
5+00-CC
W
U
4+00-
28t00 29t00.
I
I�
LIME AVE.
10100 11100
R/W(Typ.)\
WALNUT ST.
Fti41 2,
qI,x
30t00 31100 32+00
26+00-
25+00-
24+00-
23+00-
22+00—
21+00—
CC
34+00 35i00 36t00 37+00 38+00 39+00 40t00
19+00-
18+00-
17+00—
SEWERLWE (Typ.)
16+00-
41t00
15+00 —
14+00—
13+00—
12+00—
42+00
MATCHLINE 20+00
16
12100
BASELINE
13100 14t00
SEWERLINE (Typ.
AVE.
✓ R/W(Typ•)
MONTECA DR.
MARIPOSA DR.
cd
C
/ 2
ALMERIA
—11+00
15+00 16100 17100 18100. 19100 20100 _ .. 21t00 22100 23t00 24t00 25t00 26t00
ZZ
1 I I IO I9 13 '=LL1
UN
I'-
BEECH AVE.
BASELINE
SULTANA AVE.
AVE.
1—
J
d
ENCLOSURE
ALMERIA AVENUE
TRUNK SEWER SYSTEM
FONTANA, CALIFORNIA
City:of-Fontana
M
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CA
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O BACKFILL TESTS
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