HomeMy WebLinkAboutCT 82-14; TEMPLIN HEIGHTS; FIELD DENSITY TESTS; 1984-08-15Cr
SOIL AND MATERIAL TESTING LABORATORY
OF NORTH COUNTY. INC.
15 August 1984 - 423 HALE AVE. - ESCONDIDO. CALIF. 92025
ESCONDIDO - 746-2333
McMillin Development Company
2727 Hoover Avenue
National City, California 92050
Attention: Fir. Ed. Elliott.
RE: Job No. 83-58
jnUn He
Carlsbad Tract 74-14(A)
Carlsbad, California
Dear Mr. Elliott:
At your request, we have performed, field density tests in the
sewer, water and storm drain trenches in the above referenced project
and Elm Avenue. We have also performed, field density tests in the
utility trench (gas & electric.) in the above, referenced site. The field
density tests were done in accordance with ASTM D-1556, the sand cone
method.
The results of our observatios, field density and laboratory tests
indicated compacted backfill has been placed at not less than the re—
quirements for the City of Carlsbad.
The laboratory compaction tests used to determine the maximum dry
density and optimum moisture content of the above tests were'performed
in accordance with ASTM D-1557-70, method C.
A summary of the test results is presented, on the following pages'.
Respectfully submitted,
SOIL AND MATERIAL TESTIN,
LABORATORY OF ORTH COU4'Y, INC.
E. BRIAN SMITH, RCE 13,817
EBS:bl
SOIL AND MATERIAL TESTING LABORATORY
OF NORTH COUNTY. INC.
-2-
83-58 • SEWER
FIELD DENSITY TEST RESULTS
Date- Test Re- Location Ht. of Field Field Max. Relative. of No. test of Test Fill Moisture Density Dry Compaction Test of Tested Content (pcf) Density (%) Test (feet)
(PC 1984 No.
3-14 1 Kingston Street 1.0 8.6 111.2 120.5 92.3 ST/ 7+75'
Sewer Main
2 Kingston Street 1.0 9.9 115.2 120.5 95.6 ST .'9+50 ' '• Sewer Main
3-15 3 Lot 228' 1.0 8.8 117.3 125.0 90.9 Sewer Lateral
4 Lot 234 ' 1.0 8.9 110.3 120.5 '91.2 'Sewer Lateral
5 Kingston Street 3.0 10.4 109.1 120.5 . 90.5 ST 8+50
Sewer Main
3-16 6 Kingston Street 2.0 8.9 ' 108.5 120.5 90.0 Manhole #4
' '. •
'
7, Lot 233 • 3.0 9.8 121.0 129.0 .93.8 Sewer Lateral • • '
8 Lot 225 3.0. 9.4 109.5 120 5 90.9 Sewer Lateral • ' ' • '
9. Kingston Street 3.0 10.2 • 109.2 120.5 ' 9,0.7 STI 7+05
• ' ' ' '
• Sewer Main ' ' . ' '' •
10 Kingston Street 2.0 10.5. 110.41 120.5 91.6 Manhole #3
• ' . , .
11 ' Kingston Street 4.0 11.1 120.5 129.0 • 93.4 Manhole #4
12 Kingston Street 2.0 8.7' 108.7 120.5 90.2 STA 5+75 •.
. • ' Sewer Main '
0
• 13 Lot 238 • • ' 2.0 • 9.4 108.9 :' 120.5' . 90.4 • Sewer Lateral . • •
14 • Lot 222 2.0 .10.0 .109.5 120.5 90.8' Sewer Lateral
,
0
• '0
•
SOIL AND MATERIAL TESTING LABORATORY'
..
Opr NORTH couNr'Y. INC. ,. . • -3-
•
83-58
SEWER
•
FIELD DENSITY TEST RESULTS
Date Test Re- Location '. Mt. of Field Field Max. R1atjve of No. test of Test Fill Moisture Density Dry Compaction Test of Tested Content (pcf) Density (%) Test (feet) (%). (pcf) 1984 No.
3-16 15 Kingston Street 2.0 9.2 109.8 '120.5 91.1 STA 3+65
Sewer Main
3-17 16 Kingston Street 4.0 9.1, 110.6 120.5 91.8 STA 4+25.
Sewer Main
17 Kingston Street 4.0 " 98 109.7. 120.5 90.5 STA 6+25
Sewer Main
18 Kingston Street 4.0 10.1 108.9 120.5 90.4 Manhole. #3
19 Kingston Street 6.0 8.7 109.5 120.5 90.9 • Manhole #4
'
20 Kingston Street 5.0 10.4 111.4 120 .,5 92.5 STA 8+25 Sewer Main
21 Lot 236 5.0 8.8 109.8 120.5 91.1 Sewer Lateral
22 Kingston Street 6.0 8.6 109.4 120.5 90.7 Manhole #3
23', Kingston Street 6.0 10.9 112.6 120.5 93.5 STA 5+25 • Sewer Main
' •
24 Kingston Street 1.0 24 5 89.8 117.0 76.8 : STA 1+50 , •
Sewer Main
25 24 Kingston Street 1.0 ' 20.0 '93.4 117.0 ' 79.8 STA 1+50
•
''. Sewer Main
3-19 26 25 Kingston' Street 1.0' 13.0 105.7 117.0
, 90.3 • • STA 1+50, • • '• • • • Sewer Main
' • • • ' •
27 Lot 243 2.-0 14.1 105.4 117 0 .90 .1 Sewer Lateral
•' • SOIL. AND MATERIAL TESTING LABORATORY
OIIr NORTH COUNTY. INC. • • ' ' -4-
SEWER 83-58
FIELD DENSITY TEST RESULTS
Date- Test Re-' Location lit, of Field Fi.el'd Max. Rlatjve of No. test of Test Fill Moisture Density Dry Compaction' Test of . Tested Content (pct) Density (%) Test . (feet) ('%) . (pcf) 1984 . No. . . .
3-19 28 Victoria Avenue 2.0 .8.9 108.8 120.5 90.3 STA 9+50
• Sewer Main
3-20 29 . Kingston Street 4.0 12.7 106.2 117.0 90..8 STA 2+40
. . Sewer Main .
30 Lot 218 4.0 12.9 105.7 117.0 90.4 Sewer Lateral
•
' 31
, Kingston Street 1.0 14.1. 112.6 117.0 ' 96.3 Manhole #2 . . .
.
32 Victoria Street 3.0 9.3' 112.1 ' 120.5 93.0 Manhole #5
33 ' Kingston Street .3.0 . 11.1 118.2 123.5 95.7 Manhole #2
. 34 Lot 214 ' , 2.0 . .10.2 111.0 . 120.5 92.1. Sewer Lateral . . .
• ' 35 ' Victoria Avenue 4.0 . 10.9 109.5 ' .120.5 90.8 STA 8+70
,Sewer Main
36' ., Victoria Avenue' '4.0.' 11.1 ' :10.7.5 117.0 ' 91.9 STA 10+50
Sewer Main
3.7 Victoria Avenue 2.0 ' 10.8 116.9 . 129.0 ' 90.6 Manhole #1.
,
38 ' • " Victoria Avenue 2.0 11.2 . 109.7 120.5' 91.0' STA 1+25
Sewer Main'
3-21 , 39' Victoria Avenue 6.0 14.8 ' 106.7 120.5 . 88.6 STA 9+10
Sewer Main , ' •
40 ' , Victoria /venue 4.0 10.3 115.2 ' 120.5 .95.6' Manhole"#1
• ' ' •
41 39 Victoria Avenue 6..0, 14 .5 , 109.2 120.5 9.0 .6 STA -9+10 •
' ' ' ' • Sewer Main • ' '• ' ' '
SOIL AND MATERIAL TESTING LABORATORY
• OF NORTH COUNTY. INC.
-5- ' '
. SEWER 83-58
FIELD DENSITY TEST RESULTS
Date-. Test Re- Location Ht. of Field Field Max. R1ative of No. test of Test Fill Moisture Density Dry . Compaction Test of Tested Content (pcf) Density (%) Test (feet) (%) (pcf) 1984 No. :
3-21 42 Kingston Street 5.0 14.3 106.2 117.0 90.8 STA 0+80
• Sewer Main
• 43. Kingston Street 5.0 10.1 108.9 120.5 90.8 Manhole #2 •
44 Victoria Avenue 6.0 13.8 109 9 117.0 94.0 SIR 10+10 . ••
:
. . . Sewer Main : ••
45 .
. Victoria Avenue 5.0 10.9 107.1 . 120.5 88.9 Manhole #5
.
• 46 Victoria Avenue 4.0 '. 9.0 110.8 120.5 92.0 SIR 11*90
Sewer Main
47 Victoria Avenue 6.0 90 .109.5 120.5 90.9
SIR 12+40 . ; .
•.
.
' . . .
. .
• . Sewer Main . . . . . .
323 48 Lot 209 2.0 13.0 . 108.6 120.5 90.2 Sewer Lateral. .. '. . .
49 Victoria: Avenue 4.0 ." 10.5 113.1 123.5 91.6 STA 12+90
..
. . •• .
Sewer Main . .
..
50 Victoria Avenue 6.0 1 7.3 108.7 . 120.5 90.2
SIR 13+20 •• . . . . .. . . . Sewer Main
51 . Elm Avenue 2.0 11.7 105.5 . 117.0 90.2 SIR 51+75 .
. Sewer Main .
3-26 52 Elm Avenue . . 4.0 8.6 108.7 120.5 90.2 STA '51+10 • • .' . • Sewer Main
.• •.• . •
.53 Elm. Avenue
• 4.0 10.4 • 99.7 123.5 • 80.7. STA 52+75 • . . • . • . Sewer Main . • . . • : • • • -
• 54 53 Elm Avenue 4.0 • 9.9 118.4 123.5 95.9 • • STA 52+75 • . .•. •• • . . • -• . • • • Sewer Main
•
SOIL AND MATERIAL TESTING LABORATORY
OF NORTH COUNTY. INC. . . . -6- .
SEWER 83-58
FIELD DENSITY TEST RESULTS .
Date- Test Re- Location . Ht. of Field Field Max. Relative of No. test of Test. Fill . Moisture Density Dry Compaction Test of ' . . . Tested Content (pcf). Density Test : (feet) (%) . (pcf) 1984 No. .
3-26 55 Elm Avenue' 6.0 10.4 112.6 123.5 91.2 STA 51+40 . ' . •' . Sewer Main S
.
3-27 56 . Elm Avenue 2.0 11.0 :110.5 117.0 94.5 STA 54+70
Sewer Main
57 Elm Avenue 8.0 11 7 106.6 1,17 .0 91.1 .
. STA 52+25 .
Sewer Main •. ' . . .
58 Elm Avenue 4.0 12.7 110.2 117.0 94.2: STA 53+75 . . • . . Sewer Main
3-29 59 Elm Avenue
, 2.0. .10.2 ' 112.8 . 120.5 '936 Manhole #2
60 Elm Avenue 4.-0 6.6 109.5 120.5 90.9 Manhole #2
61 Elm Avenue 6.0 10.11 105i3 117-.0 90.0 Manhole #2
3-30 '62. 45 Victoria. Avenue 5.0 6.5 108.5 120.5 90.0
' ' ' ' Manhole #5 '
S
4-02 63 Elm Avenue .2 .0 9.1 106.8 117 0 91.3 ' Manhole #2
64 Elm Avenue 4.0- 11 9 106.S 117.0 91.0 Manhole #2
4-19 65 Elm Avenue 6.0 12 4 97.9' 123.5 79.2 Manhole #2
66 45 Elm Avenue 5.'0 10 2 112 3 120.5. 93.2 Manhole #5
' • S S S ' ' ' S
67 65 Elm Avenue 6.0 12.1 112.5 ' 123.5 , 91.1 Manhole #2
• , SOIL AND 'MATERIAL TESTING LABORATORY
S S
S , ' OF NORTH COUNTY. INC. '. S
• , , ' -7-
83 -..b SEWER LINE CROSSING 4NDER ELM STREET AT 53+50
FIELD DENSITY TEST RESULTS
Date- Test Re- Location lit. Of Field F.ield Max. Relative of No. test of Test Fill Moisture Density Dry Compaction Test of Tested Content (pcf) Density M.
1984 Test . (feat) (%) (pcf)
2-23 1 Sewer Line 2.0 13.0 86.5 117.0 73.9
under Elm Ave.
40' North of
• Manhole #4
2-28 2 1 Sewer -Line 2.0 10.9 109.3 117.0 93.4
• . under Elm Ave.
• . 50' North of .
Manhole #4
3 Manhole #4 . 2.0 13.6 . 105.5 117.0 90.1
• 4 Sewer Line 4.0 .11.1 107.1 117.0 91.5
under. Elm Ave.
85' North of
Manhole #4
2-29 5 Manhole #4 4.0 12.4 108.9 117.0 93.1
6 Sewer Line 6.0 12.5 • 106.5 117.0 91.0
under Elm Ave. • .
75' North of •
Manhole #4 • • S
7. • Manhole #3 : 2.0 10.3 .105.9. 117.0 90.5
2-9 8 Manhole #3 , 4.0 • 12.1 1093 117.0 93.4
• 9 • Sewer Line 8.0 12.7 1.06.2 117.0 90.8
under Elm Ave. •
80' North of • •
.. ••
Manhole #4
3-01 10 • Manhole #3 :6.0 9.5 • 105.3 117.0 90.0
11 Manhole #3 • 8.0 8.9 106.7 • 117.0 91.1
SOIL AND MATERIAL TESTING LABORATORY
OF NORTH cDuNTv. INC. • •. •
1 WATER MAIN & LATERALS 83-58
FIELD DENSITY TEST RESULTS
Date- Test Re- Location Ht. of Field F,teld Max. Relative of
Test
No. test of Test Fill Moisture Density Dry Compaction of' Tested Content (pcf) Density (%) Test (feet) (%) 1984 No. •. c ( p
3-24 1 . Kingstbn St. 1.0 7.4. 93.4 106.7 87.5 STA 0+70 . .
Water Main . .
2 Kingston St. 1.0 7.5 96.2 10.7 90.1 STA 1+05 .
Water Main
3 . Kingston St. 1.0 4.0 . 92.8 106.7 86.9
STA.10+25
Water Main .
3-26 4 Lot 231 . 1.0 . 10.6 926 106.7 86.7
Water Lateral .
5 Kingston St. 1.0. 8.1 90.4 106.7. 84.8
STA 8+20
Water Main
3-27 6 Kingston St. 1.0 . 8.0 99.1 106.7 92.9
STA 6+70
Water Main
.7 . Kingston St. 1.0 11.2 101.1 106.7 94.7
STA 4+65 . ...
Water Main
328 . 8 Lot 219 1.0 .12.5 101.3 106.7 94.9
Water Lateral . .
9 Kingston St. 1.0 9.6 98.8. 1067 92.6.
STA 2+85 .. .•
Water Main . ..
.
. . .. . . .
10 .3 Kingston St. 1.0 . . 8.9 102.1 . 106.7 95.7
STA 10+20 . •• .
Water Main
11 Lot 243 1.0 7.5 100 .0, 106.7 93.7
Water Lateral
12 Kingston St 1 0 10.1 97.3 106.,-7- 91.2
• STA 9+33 • : .
Fire Hydrant run
.
•
• . • .
•
• SOIL AND MATERIAL TESTING LABORATORY • •
OF NORTH OLINTY. INC. • •
*WATER MAIN & LATERALS 53-58
FIELD DENSITY TEST RESULTS
0
Date- Test Re- Location, lit, of Field Field Max. Relative'. of No. test of Test Fill 'Moisture Density Dry Compaction Test of . . Tested Content .(pcf) Density (%) rest
. . (reet) (%) (per). 1984
3-28 13 1 Kingston St. 1.0' 8.1 98.1 106.7 92.0 STA 0+90
Water Main
.14 4 Lot 231 1.0 9.1 99.3 106.7 93.1 Water Lateral
.
3-29 15 5 Kingston St. 1.0 6.5 103.0 106.7 96.5 STA ,8+25
Water Main .
16 Kingston St. 3.0 11.1 1238 129.0 95.9 STA 9+25
Water Main
. . . . .
17 Kingston St. 3.0 9.8 . 109.2 120.5 90.6' STA 7+25 . . . . Water Main .
. . .
18. Kingston St. 30 , 8.5 110.2 120.5 91.5 •
. STA 5+25:
Water Main .
19 Kingston, St. '3.0 10.1 ' 111.9 . 120.5 ' 92.9 . .
' STA 3+25
Water Main 0
20 ' Kingston St.
, 3.0 17.0 " 106.8 117.0 91.3 STA 1+25 .
0
Water Main.
21 Lot 238 2.0 9.1 109.6 120.5 91.0 Water Lateral
22 ' Lot 225 ' 2.0 10.8 108.5 ' 120.5 90.0 Water Lateral
3-30 ' 23 Lot '207 '2.0 '•• 10.1 ' 126.7. 129.0 ' , 98.3 Water Lateral
4-11 24 . Victoria Ave. 1.0 6.0 ' 96.5 106.7 90.4 STA' 12+00 . 0 . ' .1411 Water Main
' 0
25 ' Victoria Ave.
, 2.0 ' 8.2 ' 100.6 120.5' 83.4
O ' STA 12+15
:14" Water Main
SOIL AND MATERIAL TESTING LABORATORY
0 '
OF NORTH COUNTY. INC.
-10- .
I ..
W ATER MAIN & LATERALS 83-58
FIELD DENSITY TEST RESULTS
Date- Test Re- Location Mt. of Field Field Max. R91ative of No.
Test
1984
test
of
Test
No. .
of Test . Fill
. Tested
. (Peet)
.
Moisture
Content
(%)
. .
Density
(pcf)
.
Dry Compaction
Density (%)
. (pcf)
4-12 26 25 Victoria Ave 2.0. 8.1. 108.7 120.5 90.2 SIR 12+20. . .. '
. 14" Water Main
4-16 27 Victoria Ave 1.0 7.1. 95.5 111.0 B6.0 STA 12+70
14" Water Main .
'. ' 28 27 Victoria Ave. ' 1.0 11.2 103.5 111.0 93.2 SIR 12+75
•
, . . 14" Water Main
29 Elm Avenue ' ' 1.0 . 6.4 , 102.9' 111.0 92.7 STA 51+00
14" Water Main.
30. Victoria Ave. 3.0 13.4 112.8. 123.5 91.3 '
' SIR 12+25
14'" Water Main
4-17 31 Elm Avenue . ' . 1.0 .17.5 , 98.9 :111.0 89.1' STA 53+00
14" Water Main
32 31 Elm Avenue '. .1.0 8.3 100.6 ' 111.0 90.6 STA 53+00
14" Water Main
4-18 33-1 Elm Avenue 3.0 8.5 1 .07 .2 123 5 B7.7 SIR 52+30'
14" Water Main
34 33 Elm Avenue 3.0 B.3 1.1b.3 , 123.5 89.6 STA 52+3 •. . . .' . . . .14 Water Main ' . . . . . . . . . .
35 Elm Avenue '3.0 11.0 ' . 1,12.5 ' 1235 ' 91.1
STA -53+80
, . .. , ••,'.. 14" Water Main
36 34 Elm Avenue 3.0 ' 7.3 112.9 . 123.5 91.3 STA 52+33 ... . . ' 1411 Water Main
4-19 37 .• -Elm- Avenue . 4.0 12.3 • 107.3' 123.5 86.7 STA '53+50 • . . . . , 14" Water Main
SOIL AND MATERIAL TESTING LABORATORY' . • . ' •
• OF NORTH cOuiry. 'INC. • , • •
-11-
I WATER I MAIN & LATERALS 83-58
FIELD DENSITY TEST RESULTS
Date- Test Re- Location lit. of Field Field Max. Relative of No. test, of Test Fill Moisture Density Dry Compaction Test of. Tested Content (pcP) Density (%) Test (feet) (%) (per) 1984
4-25 39 Elm Avenue 1.0 8.7 90.7 111.0 81.7 STA 53+30
10" Water Main
40 Elm Avenue 1.0 4.2 100.1 :111.0 90.2 STA 52+00
10" Water Main
41 Elm Avenue 1.0 7.5 100.1 111.0 90.2 • STA 54+23 .
10" Water Main
4-27 42 39 Elm Avenue 1.0' 8.1 ' 100.5 111.0 90.6 STA 53+50 -
1011 Water Main
43 Elm Avenue 1.0 9.9 101.5 111.0 91.4 STA 53+04
5" Water Main
0
44 Elm Avenue 3.0 8.1 106.2 120.5 88.1 • STA 5.1+70
. • 10" Water Main S
45 Elm Avenue 1.0 8;7 100.8 111.0 90.8 STA 53+63 ' S
8" Water Main
4-30 46 37 Elm Avenue 4.0 10.1 109.1 123.5 90.5 STA 53+50
14" Water Main
47 44 Elm Avenue .3.0 . 9.2 110.1 120.5 91.4 STA 51+70
10" Water Main
SOIL AND MATERIAL TESTING LABORATORY
OF NORTH COUNTY. INC.
12-
5
8' 58
STORM DRAIN
FIELD DENSITY TEST RESULTS
Date Test Re- Location Ht. of Field Field Max. Relative of No. test of Test Fill Moisture Density. Dry Compaction. Test of Tested Content . (pcf) Density (%) Test. (feet) (%) (pcf') 1984 No. . .
3-28 1 Victoria Avenue 1.0 11.5 114.9 123.5 93.0 STA 11+05
2 Kingston Street 2.0 9.3 111.5 120.5 92.5 STA 0+30
3 ' Victoria Avenue 2.0 '99 112.6 120.5 93.4 STA 11+90
.
. .
4 Kingston Street .4.0, .8 .7 113.1 123.5 91.6 STA 0+25
5 Victoria Avenue 2.0 . 9.9. '115.7 123.5 93.7 STA 11+50
6 Victoria Avenue 4.0 9.6 108.9 120.5 90.3 STA 12+50
3-29 7' ' Victoria Avenue 2.0 9.8 111.5: '125 92.6 STA 12+90
8 Victoria Avenue 40 11 1 116.0 123.5 93.9 STA 13+20
3-30 9 Victoria Avenue 6.0. 8.0 105.-9 120 ..5 0.9 STA 12+00
Elm Avenue ' 2.0 - 10.0.. '116.6 ' 123.5. 94.4 STA 50+50
11 Elm Avenue 4,01 8 1 110.7 120.5 91.9 STA 50+20
3-31 12 Elm Avenue. 2.-0 11 4 118.1 129.0 91.6 STA 52+20
13 ' Elm Avenue' ' 4.0 9.1 ' 112.7 123.5 ' 91.3 STA 51+80
14 ' . Elm Avenue ,' , .6.0 ', 9.7 112.9 ' 123.5 91.5 STA 52+00
15 Elm Avenue 20 9.3 1.12 .9 123.5 91.5 STA 50+80
16 " Elm 'Avenue ' 4.0 . 9.1 114.5 ' 123.5 92.7 STA 51+00
SOIL AND MATERIAL TESTING LABORATORY
OF NORTH COUNTY. INC.
• STORM DRAIN 83-58
FIELD DENSITY TEST RESULTS. . .
Dàte Test Re- Location Ht. of Field Field Max. Rlative. of No. test . of Test Fill Moisture Density Dry Compaction Test of . Tested Content .(pcf) Density Test . . . (feet) (%) . . (pcf) 1984 No.
3-31 17 Elm Avenue . 5.0. 10.2 113.3 . 123.5 91.8 STA 51+25
. .
. .
4-03 18 Victoria Avenue 2.0' 11.1 116 6 123.5 94.4 between Boxes at . . . . . STA 12+80 . .
,. . . . .
4-04 19 . Kingston Street. 2.0 13.3 108.6. 117.0 92.8 West Box at
STA 0+60 .. .
20 . Victoria Avenue 2.0 9.8 106.9 117.0 9.1.4 West Box at
STA 10+70
.
4-05 21 Victoria Avenue 2.0 10.1 108.9 . 117.0 . 93.1 Mid Box at ..
STA 11+15
4-09 22 Victoria Avenue 2.0 10.1 • 112.2 123.5 90.8 North Box at
.
•
. STA 12+72
. . . . . .
23 Victoria Avenue 4.0 8.1 110.5 120.5 91.8 North Box at .
STA 12+72
4-10 24 Victoria Avenue 2.0 98 .115.9 123.5. 93.9 South Box at
. . . . . STA 12+72
25 . Elm Avenue 4.0 8..0 105.1 . 123.5 85.1 Box at .. .
STA 51+00
4-1.2 . 26 25 Elm Avenue .4.0 10.1 111.6 123.5 90.4 Box at
. .. • . STA 51+00
. . . ..
4-27 27 Victoria. Avenue .4.0 9.5 111.7. 123.5 90. South Box at . . STA 12+72 . . . .
. . . .
.
4-30 28 Elm Avenue 2'.0 10.3 104.6 120.5. 84.7 • . Box. at
STA 5250
SOIL AND MATERIAL TESTING LABORATORY
O NORTH C66N1V. INC.
. -14- 0
• STORM DRAIN 83-58
FIELD DENSITY TEST RESULTS
Date- Test Re- Location' Ht. of .'Field Field Max. Rølátive. of No, test . of Test Fill Moisture Density Dry Compaction Test of Tested Content (pcf) Density (%) Test (feet) (%) (pcf) 1984 No.
4-30 29 28 Elm Avenue 2.0 9.9 116.1 123.5 94.0 Box at.
STA 52+50
30 Elm Avenue ' 2.0 8.7 114.7 123.5 ' 92. Run-off at '
STA 52+50
5-01 31 , ' Elm Avenue 4.0 . 13.0 115.7 :1235 937 Box at
STA. 52+50
32 Elm Avenue 6.0 11.2 122.1 .129.0 94.7 Box at . '. STA 52+50
. .
33 ' Elm Avenue 4.0 ': 10.2 112.4 123.5 91.0 Run-off, at
. .. STA 52+50 . . ., . .
5-02 34' Elm, Avenue 6.0 ., 9.5 112.1 123.5 90.8 •
. Run-off at "
STA 52+50
35 • Elm' Avenue .8.0 . 10.5 108.8 '120.5 • 90.3 Run-off at
STA 52+50
36 Elm Avenue 8.0 12.5: 116.6 123.5 94.4 Box at
SIll 52+50
37 .' Elm Avenue 2.0 11.1 112.3 123.5 90.9 Box at
STA 49+50
38 . Elm Avenue
, , 4.0 13.5 lill . 123.5 90.0 Box at
STA 49+50
39 9 Elm Avenue 6,0 11.8 110.9 120.5 92 0 '
' STA 12+00,
SOIL AND MATERIAL TESTING LABORATORY
OF NORTH COUN''. INC. -15-
83-58
UTILITIES
FIELD DENSITY TEST RESULT
Date Test Re- Location :, Height Field Field Maximum Relative of .' No. test of Test ' of Moisture Density Dry Compactic Test of Lot No. Fill Content (pc?) Density (%) Test Tested .(%) (pc?) 1984 No. (feet)
5-04 1. Kingston St; 5•'c• 4.9 " 100.5 111.0 90.5 behind sidewalk -3.0
STA 4+75 .
• 2 Kingston St. S.G.. 5.1 98.4 111.0 88.6; behind sidewalk -3.0
. . SIR 6+75
. . .. .
3 Kingston St. S.C. . 5.9 99.9 111.0 90.0 behind sidewalk -3.0
SIR 8+75 . .
4 . Kingston St. S.C. 3.8 1003 111.0 90.4 behind sidewalk -3.0 S STA 10+45
5-10 5 .. Kingston St. S.C. 6.3 101:7 111.0 91.6 behind sidewalk -3.0 . STA 2+75 • . S S
6 Kingston St. S.C. 5.6 101.5 111.0 91.5 behind sidewalk -3.0 . SIR 0+75 .
S
5-11 7 Victoria Ave. S.C. 6.7 100.6 1.11.0 . 90.7 • behind sidewalk -3.0
SIR 11+10 5
;
5-16 8 Victoria Ave. S.C. 9.3 104.9 111.0 94.5 • behind sidewalk -3.0 •. S S • Box at 8+80
5-29 •. 9. •'
S Kingston St.. S.C. . 9.8 102.5 117..0 5 . . behind sidewalk -..1.0 S S 5' " SIR 1+90
• 10 . Kingston St. S.C. 8.3 102.9 ' 120.5 85.4 behind sidewalk -1.0
• , STA 5+80 5 5
5 5 5
11 ' Kingston St. S.C. ' '8.4 , 108.3 120.5 89.9 behind sidewalk -1.0 :
S SIR 9+70
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S.C. =subgr'ade ' S
.
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' SOIL AND MATERIAL TESTING LABORATORY
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S 5 5 5 OF .dOATh COUPv. INC.
5
5 • -16-
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83-58
UTILITIES
FIELD DENSITY TEST RESULTS
Date Test • Re- Location Height Field Field Maximum Relative of No. .. test of Test -. of Moisture Density Dry tompactic Test of Lot No. Fill Content (pc f) Density M . Test Tested (%) (pcf) _1984 No. (feet)
5-30 12 Street crossing S.C. 10.4 115.5 120.5 95.8 between Lot 223 -1.0
• &239
13 Street crossing S.C. 8.6 114.5 120.5 95.0 between Lot 225 -1.0
& 26.
14 Street crossing S.C. 10.1 114.3 12.5 94.9 • between Lot 227 -1.0 •
. &234
15 Street crossing S.C. 11.0 106.2 117.0 90.8 between Lot 219 -1.0
16 . Street crossing S.C. 9.2 120.6 129.0 93.5 between Lot 220
• &241
17 Street crossing.S.C., 12.7 119.6 1290 92.7 •
. between Lot 221 -1.0
&240 •.
. ..
18 Street crossing S.C. .6.7 .108.6 120.5 90.1 • between Lot .228 -1.0
• &230
.5-31 1.9 Street crossing S.C. 13.1 108..8 120.5 90.3 between Lot 20.8 -1.0 •
. &213
20 Street crossing S.C. 12.9 111.5 123.5 90.3 between Lot 214 . -1.0 . •• &,209 . . •• . :
21 .. Behind curb S.G. . 11.0 111.'9 120.5 92.9 Victoria Ave. -1.0 . . STA 9+00
22 Street crossing S C 9.9 109 7 120.5 91.0 . . .: . . between Lot 215 -1.0
&210 . .• ••. •
S.C. = subgrade .
. • • . -
SOIL AND MATERIAL TESTING LABORATORY
ov COuP' v. 'Pc. • .,
• . -17-
83-58
I UTILITIES
rrtio DENSITY TEST RESULTS
Date Test Re— Location Height Field Field Maximum Relative or No. test of Test o f Moisture Density pry Compacti Test of Lot No. Fill Content . (pcf) Density M. Test Tested (%) . (PC F.) _1984 No. . (feet)
5-31 23 Street crossing S.C.
. 9.5 . 109.2 129.5 90.6 between Lot 244 —1.0 . & 212 . . . .. .
24 Behind curb S.C. 9.2 108.5 120.5 90.1., •
. Victoria Ave. • —1.0 STA 12+60
25 . Street crossing S.C. 15.9 : 109.3 117.0 . . 93.4 between. Lot 217 —1.0 . • :
' &243
• •
S.C. = subgrade
SOIL AND MATERIAL TESTING LABORATORY-
air Fqcor*q COUN r-f. INC., • • ••
• —18—