HomeMy WebLinkAbout3184; CANNON ROAD WEST; FINAL REPORT OF FINE AND POST-GRADING; 1999-07-22á1)r•-)
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LEIGHTON AND ASSOCIATES
Geotechnicaland Enviro.nmental: Engineering Consultants
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I Leighton and Associates
GEOTECHNICAL CONSULTANTS . . -.
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I . FINAL REPORT OF FINE- AND POST-GRADING,
CANNON ROAD EXTENSION,
LEGO DRIVE TO MARCARIO CANYON BRIDGE,
I CARLSBAD, CALIFORNIA
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1 . Project No. 4930489-023
July 22, 1999
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. Prepared For:
I CARLTAS COMPANY
5800 Avenida Encinas, Suite 100
Carlsbad, California 92008-4452
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3934 MURPHY CANYON ROAD, SUITE B205
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SAN DIEGO, CA 92123-4425
(619) 292-8030 • FAX (619) 292-0771
&
-NOWAMW
MUM OWN
A GTG ConpAny
Leighton and Associates
GEOTECHNICAL CONSULTANTS
July 22, 1999
Project No. 4930489-023
To: Caritas Company
5800 Avenida Encinas, Suite 100
Carlsbad, California 92008-4452
Attention: Mr. David Meyer
Subject: Final Report of Fine- and Post-Grading, Cannon Road Extension, Lego Drive to
Marcario Canyon Bridge, Carlsbad, California
Introduction
I In accordance with your request and authorization, Leighton and Associates, Inc, has performed
geotechnical observation and testing services during the fine and post-grading operations for the
extension of Cannon Road from Lego Drive to the western abutment of Marcario Canyon Bridge
I (Station 37+50 to Station 64+00). In addition, we provided observation and testing for the
offsite water line which extends through Lot 17 of Carlsbad Ranch, Carlsbad, California. The
fine-grading operations included minor cuts and fills to achieve the proposed design grades.
I Post-grading operations included observation and testing during excavation and backfilling of
utility trenches, including joint electric, sewer, water, and storm drain trenches, placement and
compaction of subgrade soils, aggregate base material, asphalt and construction of the pedestrian
I .undercrossing located at Station 43+00. The purpose of our geotechnical observation and testing
services was to document that the fine and post-grading operations observed by our
representative within the subject site were performed in accordance with the project geotechnical ' reports and geotéchnical recommendations made during the course of grading and the City of
Carlsbad requirements.
I . This final report of fine and post-grading summarizes our geotechnical observations, field and
laboratory test results associated with the roadway construction.
Summary of Fine and Post-Grading Operations
The current phase of fine and post-grading for Cannon Road began in October of 1998 and is I essentially complete as of the date of this report. Grading operations were performed by R.E.
Hazard Construction under the observation and testing services of Leighton and Associates, Inc.
(Leighton). Our field technicians were onsite on an as-needed basis as site construction
3934 MURPHY CANYON ROAD, SUITE B205
I SAN DIEGO, CA 92123-4425
(619) 292-8030 • FAX (619) 292-0771
4930489-023
I progressed. Fine-grading operations included the removal and re-compaction of topsoil and
potentially compressible colluvium along the alignment of the offsite waterline and fine grading
of the roadway.
Post-grading operations included the following: 1) removal .and recompactiOh of the alignment
for the offsite waterline; 2) excavation, backfill, and shape monitoring during installation of the
pedestrian undercrossing; 3) trench excavation and backfill compaction of storm drain, water,
sewer and joint utility lines on the subject lot; 4) curb, gutter and sidewalk subgrade soil
I preparation and compaction; 5) subgrade soils, aggregate base material and asphalt placement
and compaction, and 6) .minor erosion repair. Compaction testing and observation was
performed by representatives from our firm who were on site as needed during post-grading
I operations. Specific observation and testing services conducted during the fine and post-grading
operations included the following:
Field and Laboratory Testing
Field density tests were performed during the placement of fill soils, trench backfill,
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subgrade preparation, and placement and compaction of the aggregate base material.
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Density tests were performed in accordance with Nuclear-Gauge Method (ASTM Test
Methods D2922-96 and D3017-96). The results and approximate locations of the field
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density tests performed are summarized in Appendix A. As indicated in Appendix A, areas
in which field density tests indicated less than 90 percent relative compaction was achieved,
or soils were observed to be nonuniform, were reworked and retested until the minimum 90
percent relative compaction was achieved. In accordance with the City of Carlsbad criteria,
I subgrade soils and aggregate base material was compacted to a minimum of 95 percent of
the maximum dry density as determined by ASTM Test Method D1557-96. Selected
portions of the undercrossing backfill were also compacted to a minimum of 95 percent
I relative requirements as recommended by the product supplier.
Representative soil samples (including native soil and aggregate base material) were tested
I for maximum density and optimum moisture content (as required) in accordance with ASTM
Test Method D1557-91. Results are included in Appendix B.
Trench Excavations and Backfill
Underground utilities, including storm drain, water, sewer, and common joint utilities were
I placed in the subject street during the development. Prior to .backfilling of the utility
trenches, the excavations were observed by a representative of our firm.
1 : Backfilling of the utility trenches was accomplished by compacting onsite and import soils
to a minimum 90 percent relative compaction (based on ASTM Test Method D1557-96).
Testing frequency and locations were performed: in general: conformance with the City of
I Carlsbad criteria. The results and approximate locations of the backfill tests are summarized
in Appendix A.
I 4930489-023
Structural Pavement Sections
Minimum structural pavement section recommendations were provided by Leighton based
on laboratory testing of the subgrade soils in accordance with the City of Carlsbad
requirements and were provided under a separate, cover. Prior to the pláôëment of aggregate
I base material, the subgrade soils were scarified to a minimum depth of 12 inches, moisture
conditioned to near optimum moisture content and compacted to at least 90 percent relative
compaction beneath the curbs gutters and sidewalks, and to minimum 95 percent relative
compaction in the streets and parking areas (based on ASTM Test Method D1557-96). The
aggregate base material placed beneath the streets and parking areas was compacted to a
minimum of 95 percent of the maximum dry density (based on ASTM Test Method
I D1557-96). The results and approximate locations of the subgrade soil and base material
density tests are summarized in Appendix A.
I Observation and density testing during placement of the asphalt concrete for the street was
also performed as part of our field service. Asphalt concrete was compacted to a minimum
of 95 percent of the asphalt maximum density (Hveem per Cal Test 304 and 308).
In addition to the soil testing on site, our representatives observed the placement of concrete
for sidewalk as requested by the City of Carlsbad Inspector. Concrete breaks, after a curing
time of 28 days, yielded a minimum compressive strength of 3,900 psi. The required
minimum strength was 3,250 psi.
Summary of Conclusions
Geotechnical conditions encountered during fine and post-grading were generally as
anticipated.
Based on our observation and testing, fine and post-grading operations were performed in
general accordance with the recommendations provided in the project geotechnical reports,
recommendations made during the course of grading, and the City of Carlsbad requirements.
In our professional opinion, the geotechnical aspects of the roadway have been evaluated and
properly addressed during the course of fine and post-grading.
Field density testing indicated that trench backfill soils and subgrade soils beneath the curb,
gutter and sidewalks were compacted to a minimum 90 percent relative compaction (based
on ASTM Test Method D1557-96). Field density testing also indicated that the street
subgrade and base materials were compacted to a minimum of 95 percent relative
compaction (based on ASTM Test Method D1557-96).
Field density testing during the paving operations of the A.C. onr the subject streets also
indicates a minimum relative compaction of at least 95 percent relative compaction.
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4930489-023
If you have any questions regarding our report; please do not hesitate to contact this office. We
appreciate this opportunity to be of service.
Respectfully submitted, -
LEIGHTON AND ASSOCIATES, INC.
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Michael R. Ste'th-QG 1349 (E.
Vice President/Director ofGeolog •C FIE D ectc
EN INEERI
KAB/MRS/JGF
Attachment: Appendix A - Summary of Field Density Tests
Appendix B.— Laboratory Test Results
Distribution: (6) Addressee
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ranzone, RC7 9552
Engineering
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07/22/99 -
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUMBER: 04-930489-23
NAME: CARLTAS/CANNON
TEST TEST TEST TEST ----------- LOCATION --------------TEST SOIL DRY DENSITY(pcf) MOISTURE(%) REL(%)
NUMBER METH DATE OF ELEV(ft) TYPE FIELD MAX FIELD OPT COMP
SC 1 N 01/12/99 CC CANNON ROAD STATION 47+75 0.0 1 122.1 129.0 11.2 10.0 95
SC 2 N 01/12/99 C CANNON RQAD MEDIAN STATION 47+65 0.0 1 122.7 129.0 10.6 10.0 95
SC 3 N 01/12/99 CC CANNON ROAD STATION 49+50 0.0 2 110.5 126.5 9.3 8.5 87
SC 4 N 01/12/99 C CANNON ROAD MEDIAN STATION 50+20 0.0 1 126.0 129.0 11.4 10.0 98
SC 5 N 01/12/99 CC CANNON ROAD STATION 52+00 0.0 9 118.5 122.0 12.7 11.5 97
SG 6 N 01/12/99 C CANNON ROAD MEDIAN STATION 52+50 0.0 9 118.6 122.0 13.2 11.5 97
SC 7 N 01/12/99 CC CANNON ROAD STATION 54+50 0.0 9 118.2 122.0 12.8 11.5 97
SC 8 N 01/12/99 C CANNON ROAD MEDIAN STATION 55+00 0.0 9 118.6 122.0 12.6 11.5 97
SC 9 N 01/12/99 CC CANNON ROAD STATION 56+50 0.0 9 120.2 122.0 12.4 11.5 99
SC 10 N 01/12/99 C CANNON ROAD MEDIAN STATION 57+00 0.0 9 119.5 122.0 12.7 11.5 98
SC 11 N 01/12/99 C CANNON ROAD MEDIAN STATION 50+25 0.0 2 120.7 126.5 10.1 8.5 95
SC 12 N 01/12/99 C CANNON ROAD MEDIAN STATION 52+50 0.0 9 116.8 122.0 13.2 11.5 96
SC 13 N 01/12/99 C CANNON ROAD MEDIAN STATION 55+00 0.0 9 117.7 122.0 13.0 11.5 96
SG 14 N 01/12/99 C CANNON ROAD MEDIAN STATION 57+25 0.0 9 115.5 122.0 12.9 11.5 95
SC 15 N 01/12/99 C CANNON ROAD MEDIAN STATION 47+75 0.0 2 121.3 126.5 10.3 8.5 96
SC 16 N 01/12/99 CC CANNON ROAD STATION 58+00 0.0 9 113.2 122.0 10.4 11.5 93
SC 16A N 01/13/99 CG CANNON ROAD STATION 58+00 0.0 9 115.9 122.0 12.3 11.5 95
SC 17 N 01/12/99 CC CANNON ROAD STATION 53+50 0.0 8 118.7 125.0 11.6 11.5 95
SC 18 N 01/12/99 CC CANNON ROAD STATION 51+50 0.0 8 118.7 125.0 11.9 11.5 95
SC 19 N 01/13/99 CC CANNON ROAD STATION 55+50 0.0 8 119.0 125.0 10.7 11.5 95
SG 20 N 01/18/99 ST CANNON ROAD STATION 39+75 0.0 2 121.8 126.5 9.9 8.5 96
SG 21 N 01/18/99 ST CANNON ROAD STATION 40+80 0.0 1 125.9 129.0 10.5 10.0 98
SG 22 N 01/18/99 ST CANNON ROAD STATION 42+60 0.0 1 123.8 129.0 8.7 10.0 96
SC 23 N 01/19/99 CC CANNON ROAD STATION 60+50 0.0 8 114.1 125.0 14.2 11.5 91
SC 23A N 01/19/99 CC CANNON ROAD MEDIAN STATION 60+50 0.0 8 119.1 125.0 13.0 11.5 95
SG 24 N 01/19/99 ST CANNON ROAD STATION 51+25 0.0 8 121.2 125.0 10.3 11.5 97
SC 25 N 01/19/99 ST CANNON ROAD STATION 53+00 0.0 9 120.1 122.0 12.3 11.5 98
SC 26 N 01/19/99 ST CANNON ROAD STATION 55+00 0.0 8 121.6 125.0 11.1 11.5 97
SC 27 N 01/19/99 ST CANNON ROAD STATION 57+50 0.0 9 119.6 122.0 9.7 11.5 98
SC 28 N 01/19/99 ST CANNON ROAD STATION 59+75 0.0 8 120.5 125.0 13.4 11.5 96
SC 29 N 01/19/99 C CANNON ROAD MEDIAN STATION 60+00 0.0 8 118.5 125.0 13.7 11.5 95
SC 30 N 01/19/99 ST CANNON ROAD STATION 61+80 0.0 9 119.6 122.0 14.3 11.5 98
SC 31 N 01/19/99 C CANNON ROAD MEDIAN STATION 61+75 0.0 9 118.0 122.0 13.3 11.5 97
SC 32 N 01/19/99 ST CANNON ROAD STATION 41+65 0.0 1 126.8 129.0 11.1 10.0 98
SC 33 N 01/19/99 ST CANNON ROAD STATION 40+50 0.0 1 126.2 129.0 11.5 10.0 98
SC 34 N 01/19/99 ST CANNON ROAD STATION 39+10 0.0 1 125.2 129.0 11.0 10.0 97
SC 35 N 01/19/99 C CANNON ROAD MEDIAN STATION 40+00 0.0 1 123.1 129.0 10.4 10.0 95
SC 36 N 01/19/99 C CANNON ROAD MEDIAN STATION 41+60 0.0 1 123.8 129.0 10.3 10.0 96
SC 37 N 01/19/99 ST CANNON ROAD MEDIAN STATION 48+00 0.0 1 125.7 129.0 10.1 10.0 97
SC 38 N 01/19/99 ST CANNON ROAD MEDIAN STATION 46+10 0.0 1 123.0 129.0 11.3 10.0 95
SC 39 N 01/19/99 ST CANNON ROAD STATION 43+80 0.0 1 126.6 129.0 10.1 10.0 98
SC 40 N 01/19/99 C CANNON ROAD MEDIAN STATION 45+00 0.0 1 124.2 129.0 10.3 10.0 96
SC 41 N 01/19/99 ST CANNON ROAD MEDIAN STATION 49+25 0.0 1 122.4 129.0 9.0 10.0 95
SC 42 N 01/19/99 CC CANNON ROAD MEDIAN STATION 49+50 0.0 1 123.5 129.0 9.0 10.0 96
SC 43 N 01/19/99 CC CANNON ROAD MEDIAN STATION 41+00 0.0 2 120.0 126.5 9.4 8.5 95
SC 44 N 01/19/99 CC CANNON ROAD MEDIAN STATION 43+50 0.0 1 122.7 129.0 10.0 10.0 95
SC 45 N 01/22/99 CC CANNON ROAD MEDIAN STATION 46+00 0.0 2 121.8 126.5 9.1 8.5 96
REMARKS
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07/22/99 Page No. 2
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUMBER: 04-930489-23
NAME: CARLTAS/CANNON
TEST TEST TEST TEST
NUMBER METH DATE OF
SC 46 N 01/22/99 ST
SC 47 N 01/22/99 ST
SG 48 N 01/22/99 C
SC 49 N 01/23/99 CG
SC 50 N 01/23/99 CC
SC 51 N 01/23/99 C
SC 52 N 01/23/99 CC
SC 53 N 01/23/99 C
SC 54 N 01/23/99 ST
SC 55 N 01/23/99 ST
SC 56 N 01/23/99 ST
SC 57 N 01/23/99 CG
SC 58 N 01/23/99 C
SC 59 N 01/23/99 C
SC 60 N 01/23/99 C
SC 61 N 01/23/99 C
SC 62 N 01/23/99 ST
SC 63 N 01/23/99 ST
SC 64 N 01/23/99 C
SC 65 N 01/23/99 ST
SC 66 N 01/23/99 C
SC 67 N 01/23/99 ST
SC 68 N 02/03/99 CG
SC 69 N 02/03/99 CC
SC 70 N 02/09/99 ST
SC 71 N 02/09/99 CC
SC 72 N 02/09/99 ST
SC 73 N 02/11/99 ST
SC 74 N 02/11/99 ST
SC 75 N 02/11/99 C
SC 76 N 02/12/99 SW
SC 77 N 02/12/99 SW
SC 78 N 03/03/99 SW
SC 79 N 03/03/99 SW
SC 80 N 03/03/99 SW
SC 81 N 03/03/99 SW
SC 82 N 03/03/99 SW
SC 83 N 03/03/99 SW
SC 84 N 03/03/99 SW
SC 85 N 03/03/99 SW
SC 86 N 03/03/99 SW
SC 87 N 03/03/99 sw
SC 88 N 03/03/99 SW
SC 89 N 03/03/99 sw
SC 90 N 03/03/99 SW
SC 91 N 03/03/99 SW
SC 92 N 03/03/99 SW
LOCATION --------------TEST
ELEV(ft)
CANNON RD. N. SIDE STATION 52+50 0.0
CANNON RD. S. SIDE STATION 59+10 0.0
CANNON RD S. SIDE STATION 61+00 0.0
CANNON RD. EB LN. STATION 39+60 0.0
CANNON RD. EB LN. STATION 40+05 0.0
CANNON RD. EB LN. STATION 41+20 0.0
CANNON RD. EB LN. STATION 42+00 0.0
CANNON RD. EB LN. STATION 43+25 0.0
CANNON RD. N EDGE STATION 47+50 0.0
CANNON RD. S EDGE STATION 48+25 0.0
CANNON RD. CENTER STATION 47+00 0.0
CANNON RD. CENTER STATION 46+60 0.0
CANNON RD. CENTER STATION 48+25 0.0
CANNON RD. EB LN. STATION 47+00 0.0
CANNON RD. EB LN. STATION 41+00 0.0
CANNON RD. EB LN. STATION 42+50 0.0
CANNON RD. EB LN. STATION 40+00 0.0
CANNON RD. EB LN. STATION 42+90 0.0
CANNON RD. CENTER STATION 45+00 0.0
CANNON BTWN VALVES STATION 43+80 0.0
CANNON BTWN VALVES STATION 38+00 0.0
CANNON RD. W.B. STATION 37+80 0.0
CANNON RD. S. SIDE STATION 60+00 0.0
CANNON RD. S. SIDE STATION 61+00 0.0
CANNON ROAD STATION 37+90 0.0
CANNON ROAD STATION 37+45 0.0
CANNON ROAD STATION 37+30 0.0
CANNON ROAD STATION 62+50 0.0
CANNON ROAD STATION 62+60 0.0
MEDIAN LECO DRIVE STATION 37+32 0.0
MEDIAN LECO DRIVE STATION 12+60 0.0
MEDIAN LECO DRIVE STATION 12+95 0.0
CANNON RD. S. SIDE STATION 51+00 0.0
CANNON RD. S. SIDE STATION 52+00 0.0
CANNON RD. S. SIDE STATION 54+00 0.0
CANNON RD. S. SIDE STATION 55+50 0.0
CANNON RD. S. SIDE STATION 57+00 0.0
CANNON RD. S. SIDE STATION 59+00 0.0
CANNON RD. S. SIDE STATION 60+00 0.0
CANNON RD. S. SIDE STATION 61+75 0.0
CANNON RD. N. SIDE STATION 50+50 0.0
CANNON RD. N. SIDE STATION 51+50 0.0
CANNON RD. N. SIDE STATION 53+50 0.0
CANNON ROAD N SIDE STATION 55+00 0.0
CANNON ROAD N SIDE STATION 57+00 0.0
CANNON ROAD N SIDE STATION 58+50 0.0
CANNON ROAD N SIDE STATION 60+00 0.0
SOIL DRY DENSITY(pcf) MOISTURE(%) REL(%) REMARKS
TYPE FIELD MAX FIELD OPT COMP
8 120.7 125.0 10.6 11.5 97
8 119.6 125.0 11.2 11.5 96
1 119.5 129.0 13.1 10.0 93
7 114.2 115.5 9.6 9.0 99
7 110.9 115.5 10.0 9.0 96
4 118.6 125.0 9.4 10.5 95
4 119.8 125.0 10.3 10.5 96
8 120.4 125.0 10.6 11.5 96
8 120.0 125.0 12.3 11.5 96
8 120.6 125.0 12.1 11.5 96
8 121.6 125.0 11.9 11.5 97
8 121.8 125.0 13.1 11.5 97
8 119.5 125.0 12.3 11.5 96
8 120.5 125.0 12.2 11.5 96
4 118.9 125.0 6.3 10.5 95
6 126.5 129.5 7.6 9.0 98
4 120.7 125.0 6.7 10.5 97
4 118.8 125.0 8.5 10.5 95
4 121.6 125.0 9.8 10.5 97
4 122.8 125.0 10.1 10.5 98
4 123.1 125.0 9.7 10.5 98
6 127.8 129.5 8.1 9.0 99
11 120.0 145.0 7.6 5.0 83
11 129.7 145.0 6.8 5.0 89
6 123.8 129.5 8.8 9.0 96
6 125.4 129.5 10.2 9.0 97
6 125.3 129.5 8.6 9.0 97
6 127.7 129.5 9.0 9.0 99
6 126.0 129.5 8.6 9.0 97
6 124.1 129.5 9.9 9.0 96
1 123.5 129.0 11.3 10.0 96
1 123.9 129.0 10.7 10.0 96
1 118.5 129.0 9.4 10.0 92
8 113.6 125.0 13.3 11.5 91
4 114.9 125.0 11.4 10.5 92
6 121.0 129.5 11.1 9.0 93
6 118.3 129.5 9.8 9.0 91
8 116.9 125.0 13.1 11.5 94
8 115.7 125.0 14.8 11.5 93
10 109.5 116.0 16.8 16.0 94
1 116.6 129.0 11.6 10.0 90
9 109.9 122.0 12.9 11.5 90
1 119.0 129.0 11.4 10.0 92
1 120.0 129.0 9.2 10.0 93
1 120.0 129.0 7.1 10.0 93
4 116.5 125.0 12.6 10.5 93
1 118.0 129.0 10.3 10.0 91
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07/22/99 Page No. 3
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUMBER: 04-930489-23
NAME: CARLTAS/CANNON
TEST TEST TEST TEST ------------ LOCATION --------------TEST SOIL DRY DENSITY(pcf) MOISTURE(%) REL(%) REMARKS
NUMBER METH DATE OF ELEV(ft) TYPE FIELD MAX FIELD OPT COMP
SG 93 N 03/03/99 SW CANNON ROAD N SIDE STATION 61+50 0.0 1 117.7 129.0 9.7 10.0 91
SG 94 N 03/04/99 R CANNON ROAD S SIDE STATION 37+50 0.0 1 123.3 129.0 9.1 10.0 96
SG 95 N 03/04/99 R CANNON ROAD S SIDE STATION 43+80 0.0 1 123.0 129.0 7.7 10.0 95
SG 96 N 03/04/99 R CANNON ROAD S SIDE STATION 43+90 0.0 1 123.7 129.0 8.1 10.0 96
SG 97 N 03/04/99 R CANNON ROAD S SIDE STATION 45+20 0.0 1 122.4 129.0 9.0 10.0 95
SG 98 N 03/04/99 R CANNON ROAD S SIDE STATION 59+00 0.0 9 117.7 122.0 13.0 11.5 96
SG 99 N 03/05/99 R CANNON RD. S. SIDE 0.0 8 119.8 125.0 12.9 11.5 96
SG 100 N 03/16/99 SW CANNON RD. CENTER STATION 50+10 0.0 1 119.6 129.0 9.0 10.0 93
SG 101 N 03/16/99 sw CANNON RD. CENTER STATION 52+00 0.0 1 116.2 129.0 10.1 10.0 90
SG 102 N 03/16/99 SW CANNON RD. CENTER STATION 54+00 0.0 1 117.2 129.0 7.8 10.0 91
SG 103 N 03/16/99 SW CANNON RD. CENTER STATION 56+00 0.0 1 120.0 129.0 8.7 10.0 93
SG 104 N 03/16/99 Sw CANNON RD. CENTER STATION 58+00 0.0 1 120.8 129.0 10.2 10.0 94
SG 105 N 03/16/99 SW CANNON RD. CENTER STATION 61+00 0.0 1 116.2 129.0 8.2 10.0 90
SG 106 N 03/16/99 SW CANNON RD. CENTER STATION 48+50 0.0 5 123.8 133.0 8.4 9.0. 93
SG 107 N 03/17/99 SW CANNON RD. S. SIDE STATION 38+50 0.0 5 125.1 133.0 6.8 9.0 94
SG 108 N 03/17/99 SW CANNON RD. S. SIDE STATION 40+50 0.0 1 116.1 129.0 7.7 10.0 90
SG 109 N 03/17/99 SW CANNON RD. S. SIDE STATION 43+00 0.0 1 118.0 129.0 10.0 10.0 91
SG 110 N 03/17/99 SW CANNON RD. S. SIDE STATION 45+50 0.0 1 118.1 129.0 11.1 10.0 92
SG 111 N 03/18/99 SW GRAVEL ACCESS ROAD STATION 28+00 0.0 5 125.3 133.0 8.6 9.0 94
SG 112 N 03/18/99 sw GRAVEL ACCESS ROAD STATION 24+50 0.0 5 124.4 133.0 7.1 9.0 94
SG 113 N 03/18/99 sw GRAVEL ACCESS ROAD STATION 22+00 0.0 1 116.9 129.0 7.2 10.0 91
SG 114 N 03/18/99 sw GRAVEL ACCESS ROAD STATION 19+00 0.0 1 116.8 129.0 5.4 10.0 91
SG 115 N 03/18/99 SW GRAVEL ACCESS ROAD STATION 19+00 0.0 1 120.9 129.0 6.6 10.0 94
SG 116 N 03/18/99 sw GRAVEL ACCESS ROAD 0.0 1 117.4 129.0 8.8 10.0 91
SG 117 N 03/18/99 SW TEST NOT UTILIZED 0.0 0.0 0.0 0.0 0.0 0
SG 118 N 03/18/99 SW TEST NOT UTILIZED 0.0 0.0 0.0 0.0 0.0 0
SG 119 N 03/18/99 sw CANNON ROAD MEDIAN STATION 43+30 0.0 1 118.5 129.0 8.5 10.0 92
SG 120 N 03/18/99 sw CANNON ROAD MEDIAN STATION 41+50 0.0 1 117.5 129.0 7.9 10.0 91
SG 121 N 03/19/99 sw CANNON RD. S. SIDE STATION 45+50 0.0 1 118.6 129.0 9.6 10.0 92
SG 122 N 03/19/99 SW CANNON RD. S. SIDE STATION 42+50 . 0.0 1 115.7 129.0 10.3 10.0 90
SG 123 N 03/19/99 sw CANNON RD. S. SIDE STATION 39+00 0.0 1 117.6 129.0 10.1 10.0 91
05/18/99
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUMBER: 04-930489-23
NAME: CARLTAS/CANNON
TEST TEST TEST TEST ------------ LOCATION --------------TEST SOIL DRY DENSITY(pcf) MOISTURE(%) REL(%)
NUMBER METH DATE OF ELEV(ft) TYPE FIELD MAX FIELD OPT COMP
AC 1 N 02/19/99 ST CANNON RD W BOUND STATION 50+25 0.0 AC1 155.0 160.0 0.0 0.0 97
AC 2 N 02/19/99 ST CANNON RDW BOUND STATION 51+75 0.0 AC1 157.4 160.0 0.0 0.0 98
AC 3, N 02/19/99 ST CANNON RbW BOUND STATION 55+00 0.0 AC1 155.4 160.0 0.0 0.0 97
AC 4 N 02/19/99 ST CANNON RD W BOUND STATION 57+00 0.0 AC1 157.2 160.0 0.0 0.0 98
AC 5 N 02/19/99 ST CANNON RD W BOUND STATION 60+00 0.0 AC1 156.0 160.0 0.0 0.0 98
AC 6 N 02/19/99 ST CANNON RD E BOUND STATION 50+00 0.0 AC1 156.1 160.0 0.0 0.0 98
AC 7 N 02/19/99 ST CANNON RD E BOUND STATION 50+00 0.0 AC1 155.3 160.0 0.0 0.0 97
AC 8 N 02/19/99 ST CANNON RD E BOUND STATION 55+00 0.0 AC1 154.0 160.0 0.0 0.0 96
AC 9 N 02/19/99 ST CANNON RD E BOUND STATION 58+00 0.0 AC1 156.0 160.0 0.0 0.0 98
AC 10 N 02/19/99 ST CANNON RD E BOUND STATION 60+50 0.0 AC1 158.0 160.0 0.0 0.0 99
AC 11 N 02/19/99 ST CANNON RD W BOUND STATION 50+50 0.0 AC1 156.1 160.0 0.0 0.0 98
AC 12 N 02/19/99 ST CANNON RD W BOUND STATION 55+00 0.0 AC1 156.7 160.0 0.0 0.0 98
AC 13 N 02/19/99 ST CANNON RD W BOUND STATION 53+00 0.0 AC1 157.1 160.0 0.0 0.0 98
AC 14 N 02/19/99 ST CANNON RD W BOUND STATION 57+00 0.0 AC1 155.2 160.0 0.0 0.0 97
AC 15 N 02/19/99 ST CANNON RD W BOUND STATION 59+00 0.0 AC1 157.5 160.0 0.0 0.0 98
AC 16 N 02/19/99 ST CANNON RD W BOUND STATION 61+00 0.0 AC1 152.0 160.0 0.0 0.0 95
AC 17 N 02/19/99 ST CANNON RD E BOUND STATION 50+50 0.0 AC1 155.6 160.0 0.0 0.0 97
AC 18 N 02/19/99 ST CANNON RD E BOUND STATION 52+00 0.0 AC1 154.0 160.0 0.0 0.0 96
AC 19 N 02/19/99 ST CANNON RD E BOUND STATION 54+00 0.0 AC1 157.7 160.0 0.0 0.0 99
AC 20 N 02/19/99 ST CANNON RD E BOUND STATION 56+00 0.0 ACT 153.5 160.0 0.0 0.0 96
AC 21 N 02/19/99 ST CANNON RD E BOUND STATION 58+00 0.0 AC1 152.1 160.0 0.0 0.0 95
AC 22 N 02/19/99 ST CANNON RD E BOUND STATION 59+50 0.0 AC1 153.1 160.0 0.0 0.0 96
AC 23 N 02/19/99 ST CANNON RD E BOUND STATION 61+00 0.0 AC1 153.5 160.0 0.0 0.0 96
AC 24 N 02/19/99 ST CANNON RD E BOUND STATION 47+50 0.0 AC1 154.0 160.0 0.0 0.0 96
AC 25 N 02/19/99 ST CANNON RD E BOUND STATION 45+50 0.0 AC1 157.5 160.0 0.0 0.0 98
AC 26 N 02/22/99 ST CANNON RD E BOUND STATION 44+00 0.0 AC1 156.9 160.0 0.0 0.0 98
AC 27 N 02/22/99 ST CANNON RD E BOUND STATION 42+30 0.0 AC1 155.0 160.0 0.0 0.0 97
AC 28 N 02/22/99 ST CANNON RD E BOUND STATION 41+00 0.0 AC1 157.0 160.0 0.0 0.0 98
AC 29 N 02/22/99 ST CANNON RD E BOUND STATION 38+50 0.0 AC1 154.5 160.0 0.0 0.0 97
AC 30 N 02/22/99 ST CANNON RD E BOUND STATION 48+50 0.0 AC1 155.1 160.0 0.0 0.0 97
AC 31 N 02/22/99 ST CANNON RD E BOUND STATION 46+00 0.0 AC1 153.0 160.0 0.0 0.0 96
AC 32 N 02/22/99 ST CANNON RD E BOUND STATION 43+50 0.0 AC1 154.0 160.0 0.0 0.0 96
AC 33 N 02/22/99 ST CANNON RD E BOUND STATION 41+00 0.0 AC1 155.5 160.0 0.0 0.0 97
AC 34 N 02/22/99 ST CANNON RD E BOUND STATION 39+00 0.0 AC1 154.1 160.0 0.0 0.0 96
AC 35 N 02/22/99 ST CANNON RD W BOUND STATION 45+75 0.0 AC1 156.5 160.0 0.0 0.0 98
AC 36 N 02/22/99 ST CANNON RD W BOUND STATION 44+00 0.0 AC1 155.5 160.0 0.0 0.0 97
AC 37 N 02/22/99 ST CANNON RD W BOUND STATION 41+50 0.0 AC1 153.7 160.0 0.0 0.0 96
AC 38 N 02/22/99 ST CANNON RD W BOUND STATION 38+00 0.0 AC1 156.8 160.0 0.0 0.0 98
AC 39 N 02/22/99 ST CANNON RD W BOUND STATION 48+75 0.0 AC1 154.3 160.0 0.0 0.0 96
AC 40 N 02/22/99 ST CANNON RD W BOUND STATION 47+00 0.0 AC1 154.0 160.0 0.0 0.0 96
AC 41 N 02/22/99 ST CANNON RD W BOUND STATION 45+00 0.0 AC1 154.0 160.0 0.0 0.0 96
AC 42 N 02/22/99 ST CANNON RD W BOUND STATION 42+50 0.0 AC1 157.1 160.0 0.0 0.0 98
AC 43 N 02/22/99 ST CANNON RD U BOUND STATION 40+00 0.0 AC1 155.2 160.0 0.0 0.0 97
AC 44 N 02/22/99 ST CANNON RD U BOUND STATION 38+25 0.0 AC1 154.1 160.0 0.0 0.0 96
AC 45 N 02/22/99 ST CANNON RD E BOUND STATION 38+00 0.0 AC2 149.1 157.0 0.0 0.0 95
AC 46 N 02/22/99 ST CANNON RD E BOUND STATION 40+75 0.0 AC2 152.0 157.0 0.0 0.0 97
AC 47 N 02/22/99 ST CANNON RD E BOUND STATION 43+00 0.0 AC2 155.0 157.0 0.0 0.0 99
REMARKS
05/18/99 Page No. 2
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUMBER: 04-930489-23
NAME: CARLIAS/CANNON
TEST TEST TEST TEST ------------LOCATION --------------TEST SOIL DRY DENSITY(pcf) MOISTURE(%) REL(%) REMARKS
NUMBER METH DATE OF ELEV(ft) TYPE FIELD MAX FIELD OPT COMP
AC 48 N 02/22/99 ST CANNON RD.E BOUND STATION 47+00 0.0 AC2 152.6 157.0 0.0 0.0 97
AC 49 N 02/22/99 ST CANNON RD'E BOUND STATION 45+00 0.0 AC2 148.5 157.0 0.0 0.0 95
AC 50 N 02/22/99 ST CANNON RD'E BOUND STATION 49+00 0.0 AC2 153.0 157.0 0.0 0.0 97
AC 51 N 02/24/99 ST CANNON RD E BOUND STATION 52+00 0.0 AC2 152.0 157.0 0.0 0.0 97
AC 52 N 02/24/99 ST CANNON RD E BOUND STATION 55+00 0.0 AC2 151.5 157.0 0.0 0.0 96
AC 53 N 02/24/99 ST CANNON RD E BOUND STATION 57+50 0.0 AC2 151.1 157.0 0.0 0.0 96
AC 54 N 02/24/99 ST CANNON RD E BOUND STATION 61+00 0.0 AC2 154.5 157.0 0.0 0.0 98
AC 55 N 02/24/99 ST CANNON RD W BOUND STATION 62+50 0.0 AC2 150.5 157.0 0.0 0.0 96
AC 56 N 02/24/99 ST CANNON RD W BOUND STATION 60+50 0.0 AC2 153.2 157.0 0.0 0.0 98
AC 57 N 02/24/99 ST CANNON RD W BOUND STATION, 57+25 0.0 AC2 150.2 157.0 ' 0.0 0.0 96
AC 58 N 02/24/99 ST CANNON RD W BOUND STATION 54+00 0.0 AC2 151.6 157.0 0.0 0.0 97
AC 59 N 02/24/99 ST CANNON RD U BOUND STATION 51+00 0.0 AC2 151.5 157.0 0.0 0.0 96
AC 60 N 02/24/99 ST CANNON RD U BOUND STATION 48+50 0.0 AC2 151.8 157.0 0.0 0.0 97
AC 61 N 02/24/99 ST CANNON RD U BOUND STATION 45+50 0.0 AC2 152.3 157.0 0.0 0.0 97
AC 62 N 02/24/99 ST CANNON RD U BOUND STATION 42+50 0.0 AC2 153.6 157.0 0.0 0.0 98
AC 63 N 02/24/99 ST CANNON RD U BOUND STATION 40+00 0.0 AC2 154.7 157.0 0.0 0.0 99
AC 64 N 02/24/99 ST CANNON RD E BOUND STATION 47+50 0.0 AC2 150.5 157.0 0.0 0.0 96
AC 65 N 02/24/99 ST CANNON RD E BOUND STATION 49+50 0.0 AC2 149.5 157.0 0.0 0.0 95
AC 66 N 02/24/99 ST CANNON RD E BOUND STATION 52+00 0.0 AC2 153.0 157.0 0.0 0.0 97
AC 67 N 02/24/99 ST CANNON RD E BOUND STATION 55+00 0.0 AC2 151.6 157.0 0.0 0.0 97
AC 68 N 02/24/99 ST CANNON RD E BOUND STATION 51+00 0.0 AC2 152.6 157.0 0.0 0.0 97
AC 69 N 02/24/99 ST CANNON RD E BOUND STATION 60+00 0.0 AC2 150.7 157.0 0.0 0.0 96
AC 70 N 02/24/99 ST CANNON RD E BOUND STATION 62+00 0.0 AC2 150.5 157.0 0.0 0.0 96
AC 71 N 02/24/99 ST CANNON RD W BOUND STATION 61+50 0.0 AC2 152.0 157.0 0.0 0.0 97
AC 72 N 02/24/99 ST CANNON RD U BOUND STATION 59+50 0.0 AC2 150.0 157.0 0.0 0.0 96
AC 73 N 02/24/99 ST CANNON RD U BOUND STATION 56+50 0.0 AC2 149.9 157.0 0.0 0.0 95
AC 74 N 02/24/99 ST CANNON RD U BOUND STATION 53+50 0.0 AC2 152.0 157.0 0.0 0.0 97
AC 75 N 02/24/99 ST CANNON RD U BOUND STATION 50+00 0.0 AC2 152.5 157.0 0.0 0.0 97
AC 76 N 02/24/99 ST CANNON RD U BOUND STATION 47+50 0.0 AC2 150.3 157.0 0.0 0.0 96
AC 77 N 02/24/99 ST CANNON RD U BOUND STATION 44+50 0.0 AC2 150.2 157.0 0.0 0.0 96
AC 78 N 02/24/99 ST CANNON RD W BOUND STATION 42+00 0.0 AC2 150.1 157.0 0.0 0.0 96
AC 79 N 02/24/99 ST CANNON RD U BOUND STATION 40+00 0.0 AC2 151.0 157.0 0.0 0.0 96
AC 80 N 02/24/99 ST CANNON RD W BOUND STATION 38+50 0.0 ' AC2 149.9 157.0 0.0 0.0 95
- - - - - - - - - - - - -. - - - - -
06/02/99
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUMBER: 04-930489-23 -
NAME: CARLTAS/CANNON
TEST TEST TEST TEST ----------'- LOCATION --------------TEST SOIL DRY DENSITY(pcf) MOISTURE(%) REL(%)
NUMBER METH DATE OF ELEV(ft) TYPE FIELD MAX FIELD OPT COMP
AB 1 N 01/22/99 ST CANNON ROAD N SIDE STATION 40+52 0.0 11 131.4 145.0 3.8 5.0 91
AS 1A N 01/23/99 ST CANNON ROAD S SIDE STATION 40+52 0.0 11 138.7 145.0 4.1 5.0 96
AS 2 N 01/22/99 ST CANNON RdAD N SIDE STATION 41+10 0.0 11 134.7 145.0 2.8 5.0 93
AS 2A N 01/23/99 ST CANNON ROAD S SIDE STATION 41+10 0.0 11 139.5 145.0 3.9 5.0 96
AS 3 N 02/03/99 ST CANNON ROAD S SIDE STATION 58+50 0.0 11 134.7 145.0 4.9 5.0 93
AS 4 N 02/03/99 ST CANNON ROAD S SIDE STATION 60+00 0.0 11 141.9 145.0 5.4 5.0 98
AS 5 N 02/03/99 ST CANNON ROAD S SIDE STATION 61+00 0.0 11 133.5 145.0 5.9 5.0 92
AS .6 N 02/03/99 ST CANNON ROAD N SIDE STATION 61+50 0.0 11 133.7 145.0 5.4 5.0 92
AS 7 N 02/03/99 ST CANNON ROAD N SIDE STATION 60+00 0.0 11 131.3 145.0 3.9 5.0 91
AS 8 N 02/03/99 ST CANNON ROAD N SIDE STATION 58+50 0.0 11 135.2 145.0 4.7 5.0 93
AS 9 N 02/03/99 ST CANNON ROAD N SIDE STATION 55+50 0.0 11 136.8 145.0 4.9 5.0 94
AS 10 N 02/03/99 ST CANNON ROAD S SIDE STATION 48+25 0.0 11 125.5 145.0 4.1 5.0 87
AS 11 N 02/03/99 ST CANNON ROAD N SIDE STATION 48+00 0.0 11 137.2 145.0 4.1 5.0 95
AS 12 N 02/03/99 ST CANNON ROAD S SIDE STATION 47+50 0.0 11 129.9 145.0 3.7 5.0 90
AS 13 N 02/05/99 CG CANNON ROAD N SIDE STATION 39+50 0.0 11 139.0 145.0 5.3 5.0 96
AS 14 N 02/05/99 CG CANNON RD W BOUND STATION 39+00 0.0 11 138.0 145.0 4.9 5.0 95
AS 15 N 02/05/99 CG CANNON RD W BOUND STATION 40+00 0.0 11 137.0 145.0 5.2 5.0 94
AS 16 N 02/05/99 CG CANNON RD W BOUND STATION 41+00 0.0 11 139.5 145.0 4.5 5.0 96
AS 17 N 02/05/99 CG CANNON RD W BOUND STATION 42+00 0.0 11 139.8 145.0 4.5 5.0 96
AS 18 N 02/05/99 CG CANNON RD W BOUND STATION 43+50 0.0 11 139.2 145.0 4.7 5.0 96
AS 19 N 02/05/99 CO CANNON RD W BOUND STATION 45+50 0.0 11 138.5 145.0 4.4 5.0 96
AS 20 N 02/05/99 CO CANNON RD W BOUND STATION 48+00 0.0 11 137.4 145.0 4.7 5.0 95
AS 21 N 02/05/99 CO CANNON RD W BOUND STATION 50+25 0.0 11 137.5 145.0 6.0 5.0 95
AS 22 N 02/05/99 CO CANNON RD W BOUND STATION 53+00 0.0 11 137.5 145.0 6.2 5.0 95
AS 23 N 02/05/99 CO CANNON RD W BOUND STATION 54+50 0.0 11 137.8 145.0 5.8 5.0 95
AS 24 N 02/05/99 CO CANNON RD W BOUND STATION 57+50 0.0 11 138.6 145.0 5.0 5.0 96
AS 25 N 02/05/99 CG CANNON RD E BOUND STATION 61+50 0.0 11 139.3 145.0 5.5 5.0 96
AS 26 N 02/06/99 CG CANNON RD E BOUND STATION 38+65 0.0 11 139.7 145.0 6.2 5.0 96
AS 27 N 02/06/99 CO CANNON RD E BOUND STATION 44+32 0.0 11 139.5 145.0 4.8 5.0 96
AS 28 N 02/06/99 CO CANNON RD E BOUND STATION 42+25 0.0 11 138.3 145.0 5.3 5.0 95
AS 29 N 02/08/99 CO CANNON RD E BOUND STATION 61+38 0.0 11 142.5 145.0 4.6 5.0 98
AS 30 N 02/08/99 CO CANNON RD E BOUND STATION 58+00 0.0 11 140.0 145.0 5.2 5.0 97
AS 31 N 02/08/99 CO CANNON RD E BOUND STATION 55+50 0.0 11 141.3 145.0 4.8 5.0 97
AS 32 N 02/08/99 CO CANNON RD E BOUND STATION 52+00 0.0 11 141.8 145.0 5.1 5.0 98
AS 33 N 02/08/99 CO CANNON RD E BOUND STATION 48+60 0.0 11 141.2 145.0 5.2 5.0 97
AS 34 N 02/08/99 CO CANNON RD E BOUND STATION 46+20 0.0 11 140.4 145.0 4.6 5.0 97
AS 35 N 02/08/99 CO CANNON RD E BOUND STATION 43+00 0.0 11 138.2 145.0 3.8 5.0 95
AS 36 N 02/08/99 CG CANNON RD E BOUND STATION 40+50 0.0 11 139.8 145.0 4.2 5.0 96
AS 37 N 02/08/99 CG CANNON RD E BOUND STATION 39+00 0.0 11 139.8 145.0 5.3 5.0 96
AS 38 N 02/08/99 C CANNON RD N MEDIAN STATION 40+55 0.0 11 138.1 145.0 4.7 5.0 95
AS 39 N 02/08/99 C CANNON RD S MEDIAN STATION 42+00 0.0 11 140.0 145.0 4.7 5.0 97
AS 40 N 02/08/99 C CANNON RD N MEDIAN STATION 44+00 0.0 11 141.0 145.0 5.1 5.0 97
AS 41 N 02/08/99 C CANNON RD S MEDIAN STATION 45+50 0.0 11 138.2 145.0 6.0 5.0 95
AS 42 N 02/08/99 C CANNON RD N MEDIAN STATION 48+00 0.0 11 139.4 145.0 5.7 5.0 96
AS 43 N 02/08/99 C CANNON RD S MEDIAN STATION 51+00 0.0 11 139.6 145.0 4.5 5.0 96
AS 44 N 02/08/99 C CANNON RD N MEDIAN STATION 53+55 0.0 11 140.9 145.0 4.5 5.0 97
AS 45 N 02/08/99 C CANNON RD S MEDIAN STATION 55+60 0.0 11 142.0 145.0 5.1 5.0 98
REMARKS
RT ON 1A
RT OF 1
RT ON 2A
RT OF 2
REMOVED
REWORKED
REWORKED
REWORKED
REWORKED
06/02/99 Page No. 2
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUM
N
TEST TE
NUMBER ME
AB 46
AS 47
AS 48 I
AS 49 I
AS 50 I
AS 51 I
AS 52
AS 53 I
AS 54 I
AS 55
AB 56 I
AS 57 I
AS 58
AS 59 p
AS 59A P
AS 60 P
AS 61 P
AS 62 P
AB 63 p
AS 64 p
AS 65 P
AS 66 P
AS 67 P
AS 68 P
AS 69 P
AS 70 P
AS 71 P
AB 72 P
AS 73 P
AS 74 p
AB 75 P
AS 76 p
AS 77 P
AS 78 P
AS 79 p
AS 80 p
AS 81 P
LOCATION --------------TEST SOIL
ELEV(ft) TYPE
CANNON RD N MEDIAN STATION 57+00 0.0 11
CANNON RD 'S MEDIAN STATION 59+25 0.0 11
CANNON RDN MEDIAN STATION 61+00 0.0 11
CANNON ROAD STATION 38+50 0.0 11
CANNON ROAD STATION 37+75 0.0 11
CANNON ROAD STATION 37+30 0.0 11
CANNON RD E BOUND STATION 38+00 0.0 11
CANNON RD E BOUND STATION 40+50 0.0 11
CANNON RD E BOUND STATION 42+00 0.0 11
CANNON RD E BOUND STATION 44+00 0.0 11
CANNON RD E BOUND STATION 45+75 0.0 11
CANNON RD E BOUND STATION 47+25 0.0 11
CANNON RD E BOUND STATION 48+00 0.0 11
CANNON RD W BOUND STATION 37+50 0.0 11
CANNON RD U BOUND STATION 37+50 0.0 11
CANNON RD U BOUND STATION 39+50 0.0 11
CANNON RD U BOUND STATION 41+00 0.0 11
CANNON RD W BOUND STATION 43+00 0.0 11
CANNON RD U BOUND STATION 44+75 0.0 11
CANNON RD U BOUND STATION 46+75 0.0 11
CANNON RD U BOUND STATION 49+00 0.0 11
CANNON RD U BOUND STATION 51+25 0.0 11
CANNON RD U BOUND STATION 54+00 0.0 11
CANNON RD U BOUND STATION 56+00 0.0 11
CANNON RD U BOUND STATION 58+00 0.0 11
CANNON RD U BOUND STATION 60+50 0.0 11
CANNON RD E BOUND STAITON 50+00 0.0 11
CANNON RD E BOUND STATION 52+00 0.0 11
CANNON RD E BOUND STATION 54+00 0.0 11
CANNON RD E BOUND STATION 56+00 0.0 11
CANNON RD E BOUND STATION 58+00 0.0 11
CANNON RD E BOUND STATION 60+75 0.0 11
CANNON RD E BOUND STATION 61+25 0.0 11
CANNON ROAD S SIDE STATION 37+50 0.0 11
CANNON ROAD S SIDE STATION 43+90 0.0 11
CANNON ROAD S SIDE STATION 43+80 0.0 11
CANNON ROAD S SIDE STATION 45+20 0.0 11
DRY DENSITY(pcf)
FIELD MAX
141.3 145.0
140.7 145.0
138.4 145.0
139.9 145.0
141.6 145.0
142.4 145.0
138.9 145.0
137.7 145.0
139.5 145.0
138.3 145.0
139.3 145.0
140.1 145.0
140.4 145.0
136.6 145.0
138.0 145.0
139.0 145.0
139.0 145.0
138.0 145.0
141.6 145.0
139.7 145.0
140.0 145.0
139.3 145.0
139.3 145.0
140.5 145.0
140.4 145.0
138.6 145.0
139.6 145.0
139.1 145.0
137.8 145.0
143.0 145.0
137.6 145.0
139.1 145.0
138.1 145.0
140.2 145.0
138.9 145.0
138.1 145.0
138.7 145.0
MOISTURE(%)
FIELD OPT
4.8 5.0
5.1 5.0
4.8 5.0
5.3 5.0
5.0 5.0
6.1 5.0
5.2 5.0
4.4 5.0
4.8 5.0
5.3 5.0
5.6 5.0
5.2 5.0
5.4 5.0
5.8 5.0
5.7 5.0
5.4 5.0
6.3 5.0
5..O 5.0
6.1 5.0
4.3 5.0
5.5 5.0
5.8 5.0
6.1 5.0
6.9 5.0
6.0 5.0
6.4 5.0
5.7 5.0
4.9 5.0
5.1 5.0
6.9 5.0
5.1 5.0
5.8 5.0
7.1 5.0
6.8 5.0
4.2 5.0
5.8 5.0
4.7 5.0
REL(%) REMARKS
COMP
97
97
95
96
98
98
96
95
96
95
96
97
97
94 RT ON 59A
95 RT OF 59
96
96
95
98
96
97
96
96
97
97
96
96
96
95
99
95
96 •;
95
97
96
95
96
3ER: 04-930489-23
ME: CARLTAS/CANNON
T TEST TEST
H DATE OF
1 02/08/99 C
I 02/08/99 C
I 02/08/99 C
I 02/09/99 C
02/09/99 C
02/11/99 C
I 02/16/99 ST
I 02/17/99 ST
I 02/17/99 ST
I 02/17/99 ST
I 02/17/99 ST
02/17/99 ST
02/17/99 ST
02/18/99 ST
I 02/18/99 ST
I 02/18/99 ST
I 02/18/99 ST
I 02/18/99 ST
I 02/18/99 ST
I 02/18/99 ST
02/18/99 ST
02/18/99 ST
02/18/99 ST
02/18/99 ST
02/18/99 ST
02/18/99 ST
02/18/99 ST
02/18/99 ST
02/18/99 ST
02/18/99 ST
02/18/99 ST
02/18/99 ST
02/18/99 ST
03/04/99 R
03/04/99 R
03/04/99 R
03/04/99 R
- - - - - - - - - - - - - - - - - - - 06/02/99
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUMBER: 04-930489-23
NAME: CARLTAS/CANNON
TEST TEST TEST TEST ---------- -- LOCATION---------------TEST SOIL DRY DENSITY(pcf) MOISTURE(%) REL(%) REMARKS
NUMBER METH DATE OF ELEV(ft) TYPE FIELD MAX FIELD OPT COMP
1 N 10/16/98 CF LOT 17 STATION 28+20 174.5 1 122.3 129.0 11.2 10.0 95 BELOW O.G.
2 N 10/19/98 CF LOT 17 STATION 28+50 176.4 6 119.2 129.5 14.2 9.0 92 BELOW O.G.
3 N 10/19/98 CF LOT 17 STATION 26+10 174.0 2 115.7 126.5 13.0 8.5 91 BELOW O.G.
4 N 10/19/98 CF LOT 17 STATION 25+70 176.0 6 119.5 129.5 11.1 9.0 92 BELOW O.G.
5 N 10/19/98 CF LOT 17 STATION 24+60 175.0 1 119.5 129.0 13.3 10.0 93 BELOW O.G. 6 N 10/19/98 CF LOT 17 STATION 22+20 175.5 5 121.9 133.0 11.1 9.0 92 BELOW O.G.
7 N 10/19/98 CF LOT 17 STATION 19+00 178.0 5 126.7 133.0 8.3 9.0 95 BELOW O.G.
8 N 10/19/98 CF LOT 17 STATION 21+60 178.0 6 119.1 129.5 12.6 9.0 92 BELOW O.G.
9 N 10/20/98 CF LOT 17 STATION 17+20 179.0 6 119.8 129.5 11.8 9.0 93 BELOW O.G.
10 N 10/20/98 CF LOT 17 STATION 16+30 183.0 6 119.3 129.5 14.1 9.0 92 BELOW O.G.
11 N 10/20/98 CF LOT 17 STATION 20+30 179.0 4 116.0 125.0 12.6 10.5 93 BELOW O.G.
12 N 10/20/98 CF LOT 17 STATION 14+80 180.0 2 116.6 126.5 14.1 8.5 92 BELOW O.G.
13 N 10/20/98 CF LOT 17 STATION 12+90 180.0 4 112.0 125.0 9.4 10.5 90 BELOW O.G.
14 N 10/20/98 CF LOT 17 STATION 11+60 181.0 3 108.5 111.5 10.6 9.0 97 BELOW O.G.
15 N 10/20/98 CF LOT 17 STATION 18+00 179.0 6 118.9 129.5 12.3 9.0 92 BELOW O.G.
16 N 10/27/98 CF LOT 17 STATION 23+30 177.0 6 118.4 129.5 13.5 9.0 91 BELOW O.G.
17 N 10/27/98 CF LOT 17 STATION 22+66 177.0 2 114.9 126.5 14.9 8.5 91 BELOW O.G.
18 N 01/13/99 CF CANNON ROAD STATION 64+00 69.0 9 116.2 122.0 15.1 11.5 95
19 N 01/13/99 CF CANNON ROAD STATION 63+80 71.0 10 109.4 116.0 17.7 16.0 94
20 N 01/13/99 CF CANNON ROAD STATOIN 63+25 85.0 9 110.4 122.0 14.8 11.5 90
21 N 01/13/99 CF CANNON ROAD STATION 63+00 86.0 9 114.8 122.0 13.8 11.5 94
22 N 01/13/99 CF CANNON ROAD STATION 64+05 73.0 9 111.9 122.0 14.6 11.5 92
23 N 01/13/99 CF CANNON ROAD STATION 63+85 75.0 9 114.9 122.0 14.4 11.5 94
24 N 01/13/99 CF CANNON ROAD STATION 63+90 77.0 9 109.5 122.0 14.5 11.5 90
25 N 01/13/99 CF CANNON ROAD STATION 63+80 79.5 9 111.7 122.0 13.2 11.5 92
26 N 01/14/99 CF CANNON ROAD STATION 63+85 79.5 9 118.9 122.0 15.1 11.5 97
27 N 01/14/99 CF CANNON ROAD STATION 63+35 86.0 8 120.4 125.0 13.2 11.5 96
28 N 01/14/99 CF CANNON ROAD STATION 63+50 82.5 8 121.2 125.0 14.1 11.5 97
29 N 01/15/99 CF CANNON ROAD STATION 64+05 80.0 9 119.3 122.0 13.8 11.5 98
30 N 01/15/99 CF CANNON ROAD STATION 63+25 87.0 9 118.2 122.0 11.7 11.5 97
31 N 01/15/99 CF CANNON ROAD STATION 63+50 87.0 8 121.9 125.0 11.4 11.5 98
32 N 01/15/99 CF CANNON ROAD STATION 64+00 84.0 8 122.5 125.0 12.2 11.5 98
33 N 01/15/99 CF CANNON ROAD STATION 63+20 87.5 8 122.6 125.0 13.8 11.5 98
- - - - - - - - - - - - - - - - - - 06/02/99
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUMBER: 04-930489-23
NAME: CARLTAS/CANNON
TEST TEST TEST TEST -------------LOCATION --------------TEST SOIL DRY DENSITY(pcf) MOISTURE(%) REL(%)
NUMBER METH DATE OF ELEV(ft) TYPE FIELD MAX FIELD OPT COMP
RU 1 N 10/29/98 M LOT 17 STATION 28+25 176.0 6 119.7 129.5 13.0 9.0 92
RW 2 N 10/29/98 M LOT 17 STATION 27+50 176.5 4 113.7 125.0 10.3 10.5 91
RU 3 N 10/29/98 M LOT 17 STATION 26+60 175.0 6 119.8 129.5 10.8 9.0 93
RU 4 N 10/29/98 M LOT 17 STATION 26+00 175.5 4 115.1 125.0 11.7 10.5 92
RU 5 N 10/29/98 M LOT 17 STATION 25+30 175.0 6 117.7 129.5 14.1 9.0 91
RU 6 N 10/30/98 M LOT 17 STATION 23+75 176.5 6 117.8 129.5 12.1 9.0 91
RU 7 N 10/30/98 M LOT 17 STATION 22+60 176.0 6 121.0 129.5 11.8 9.0 93
RU 8 N 10/30/98 M LOT 17 STATION 21+50 176.0 6 120.5 129.5 13.3 9.0 93
RU 9 N 10/30/98 M LOT 17 STATION 20+40 177.0 6 117.6 129.5 13.7 9.0 91
RU 10 N 10/30/98 M LOT 17 STATION 19+00 178.0 6 118.3 129.5 14.2 9.0 91
RU 11 N 10/30/98 M LOT 17 STATION 18+30 178.0 5 121.8 133.0 12.6 9.0 92
RU 12 N 10/30/98 M LOT 17 STATION 17+50 179.0 5 125.1 133.0 11.3 9.0 94
RU 13 N 11/05/98 M LOT 17 STATION 15+80 181.5 6 122.6 129.5 10.2 9.0 95
RU 14 N 11/05/98 M LOT 17 STATION 15+00 182.0 6 120.0 129.5 11.4 9.0 93
RU 15 N 11/05/98 M LOT 17 STATION 13+70 180.5 4 114.6 125.0 12.3 10.5 92
RU 16 N 11/05/98 M LOT 17 STATION 13+00 180.0 4 114.3 125.0 12.6 10.5 91
RU 17 N 11/06/98 M LOT 17 STATION 28+10 176.0 6 117.6 129.5 11.7 9.0 91
RU 18 N 11/06/98 N LOT 17 STATION 26+30 175.5 4 117.2 125.0 13.3 10.5 94
RU 19 N 11/06/98 M LOT 17 STATION 23+85 176.0 6 117.5 129.5 10.1 9.0 91
RU 20 N 11/06/98 M LOT 17 STATION 22+10 175.5 6 117.3 129.5 11.3 9.0 91
RU 21 N 11/06/98 M LOT 17 STATION 20+00 177.0 4 112.8 125.0 13.7 10.5 90
RU 22 N 11/06/98 M LOT 17 STATION 19+10 178.0 4 118.1 125.0 10.6 10.5 94
RU 23 N 11/06/98 M LOT 17 STATION 18+80 177.5 6 116.6 129.5 11.1 9.0 90
RU 24 N 11/06/98 M LOT 17 STATION 18+00 178.0 4 115.4 125.0 8.4 10.5 92
RU 25 N 11/10/98 M LOT 17 STATION 17+60 180.0 6 116.6 129.5 9.6 9.0 90
RU 26 N 11/10/98 M LOT 17 STATION 16+50 182.0 6 117.1 129.5 12.2 9.0 90
RU 27 N 11/10/98 M LOT 17 STATION 15+50 180.0 4 111.9 125.0 11.9 10.5 90
RU 28 N 11/10/98 N LOT 17 STATION 13+00 180.0 4 112.7 125.0 11.3 10.5 90
RU 29 N 11/17/98 M LOT 17 STATION 11+80 179.0 4 114.7 125.0 8.8 10.5 92
RU 30 N 11/17/98 N LOT 17 STATION 11+50 180.0 7 109.4 115.5 11.1 9.0 95
RU 31 N 11/17/98 M LOT 17 STATION 11+30 179.0 4 114.3 125.0 8.2 10.5 91
RU 32 N 11/17/98 N LOT 17 STATION 11+75 180.0 4 111.9 125.0 12.7 10.5 90
RU 33 N 11/17/98 M LOT 17 STATION 11+30 179.0 7 109.2 115.5 11.9 9.0 95
RU 34 N 11/20/98 M LOT 17 STATION 16+25 181.5 4 112.1 125.0 10.0 10.5 90
RU 35 N 11/20/98 M LOT 17 STATION 16+40 182.0 4 112.6 125.0 11.1 10.5 90
RU 36 N 11/20/98 M LOT 17 STATION 16+20 182.0 4 112.4 125.0 8.1 10.5 90
RU 37 N 11/20/98 M LOT 17 STATION 16+40 182.0 4 112.1 125.0 12.4 10.5 90
RU 38 N 11/30/98 M LOT 17 STATION 13+95 180.0 4 113.2 125.0 13.4 10.5 91
RU 39 N 12/01/98 M LOT 17 STATION 57+00 124.0 8 111.9 125.0 12.2 11.5 90
RU 40 N 12/01/98 M CANNON ROAD STATION 56+00 138.0 8 114.0 125.0 11.9 11.5 91
RU 41 N 12/01/98 M CANNON ROAD STATION 54+50 153.0 8 113.6 125.0 11.0 11.5 91
RU 42 N 12/01/98 M CANNON ROAD STATION 58+80 115.0 8 112.7 125.0 12.1 11.5 90
RU 43 N 12/02/98 M CANNON ROAD STATION 52+35 160.0 8 109.6 125.0 12.4 11.5 88
RU 43A N 12/02/98 M CANNON ROAD STATION 52+35 160.0 8 111.9 125.0 12.3 11.5 90
RU 44 N 12/02/98 M CANNON ROAD STATION 52+00 162.0 8 112.3 125.0 13.1 11.5 90
RU 45 N 12/02/98 N CANNON ROAD STATION 51+25 164.5 8 113.6 125.0 12.0 11.5 91
RU 46 N 12/03/98 M CANNON ROAD STATION 50+50 160.0 8 111.9 125.0 13.1 11.5 90
REMARKS
RT ON 43A
RT OF 43
- - - - - - - - - - - - - - - - - - - 06/02/99 Page No. 2
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUM 3ER: 04-930489-23
N ME: CARL TAS/CANPJON
TEST TE T TEST TEST
NUMBER ME [H DATE OF
RU 47 12/03/98 M
RU 48 12/03/98 M
RW 49 12/03/98 M
RU 50 12/03/98 M
RU 51 12/03/98 M
RU 52 1 12/07/98 M
RU 53 I 1 12/07/98 M
RU 53A I 1 12/07/98 M
RU 54 I 12/07/98 M
RU 55 I I 12/10/98 M
RU 56 I I 12/10/98 M
RU 57 I 12/10/98 M
RU 58 I I 12/10/98 M
U 59 I I 12/11/98 M
w 60 I 12/11/98 M
w 61 I 12/11/98 M
w 62 I I 12/11/98 M
W 63 I I 12/11/98 N
W 64 P 12/11/98 M
W 65 p I 12/11/98 N
1W 66 p I 12/14/98 M
1W 67 p I 12/14/98 M
1W 68 p 12/14/98 M
1W 69 p 12/15/98 M
1W 70 P 12/15/98 M
1U 71 p 12/15/98 M
1W 72 12/15/98 M
1U 73 p 12/15/98 M
W 74 p 12/15/98 M
W 75 p 12/15/98 M
1W 76 p 1 2/16/98 N
1W 77 p 1 2/16/98 M
IU 78 p 12/16/98 M
1W 79 p 12/16/98 M
1W 80 p 12/16/98 M
1W 81 p 01/07/99 RN
1W 81A p 01/07/99 RM
1W 82 p 01/07/99 RM
1W 83 p 01/07/99 RM
1W 84 p 01/07/99 RM
1W 85 p 01/08/99 RM
1W 86 p I 01/08/99 RM
1W 87 p I 01/08/99 RN
1W 88 p I 01/08/99 RN
1U 89 p 01/11/99 RN
IU 90 p 01/11/99 RM
1W 91 1 01/11/99 RM
LOCATION --------------TEST SOIL DRY DENSITY(pcf) MOISTURE(%) REL(%)
ELEV(ft) TYPE FIELD MAX FIELD OPT COMP
CANNON ROAD STATION 49+75 169.0 8 116.5 125.0 9.2 11.5 93
CANNON ROAD STATION 49+25 171.0 8 112.1 125.0 9.0 11.5 90
CANNON ROAD STATION 49+00 172.0 8 112.8 125.0 10.1 11.5 90
CANNON ROAD STATION 49+75 171.0 8 111.9 125.0 9.2 11.5 90
CANNON ROAD STATION 47+75 174.0 8 116.5 125.0 13.2 11.5 93
CANNON ROAD STATION 46+75 175.0 8 118.9 125.0 10.7 11.5 95
CANNON ROAD STATION 59+90 112.5 8 106.0 125.0 12.9 11.5 85
CANNON ROAD STATION 59+90 113.0 8 113.0 125.0 12.4 11.5 90
CANNON ROAD STATION 61+90 93.0 8 113.6 125.0 13.7 11.5 91
LOT 17 STATION 28+90 175.0 8 112.7 125.0 10.8 11.5 90
LOT 17 STATION 28+90 177.0 8 114.9 125.0 11.3 11.5 92
LOT 17 STATION 28+90 175.0 8 111.9 125.0 10.3 11.5 90
LOT 17 STATION 28+90 177.0 8 114.0 125.0 10.1 11.5 91
CANNON ROAD STATION 58+25 125.0 8 115.2 125.0 15.2 11.5 92
CANNON ROAD STATION 57+15 130.0 8 114.6 125.0 12.7 11.5 92
CANNON ROAD STATION 56+00 140.0 8 118.8 125.0 11.2 11.5 95
CANNON ROAD STATION 55+25 144.0 8 111.9 125.0 11.8 11.5 90
CANNON ROAD STATION 54+50 150.0 8 117.7 125.0 12.5 11.5 94
CANNON ROAD STATION 52+75 158.0 8 112.7 125.0 11.4 11.5 90
CANNON ROAD STATION 52+00 161.0 8 116.7 125.0 12.1 11.5 93
CANNON ROAD STATION 51+50 164.0 8 114.7 125.0 10.3 11.5 92
CANNON ROAD STATION 51+00 166.0 8 112.8 125.0 12.7 11.5 90
CANNON ROAD STATION 50+75 167.0 8 114.5 125.0 13.9 11.5 92
CANNON ROAD STATION 49+75 170.0 8 116.0 125.0 9.5 11.5 93
CANNON ROAD STATION 48+25 173.0 8 112.6 125.0 9.3 11.5 90
CANNON ROAD STATION 49+25 171.5 8 113.8 125.0 10.7 11.5 91
CANNON ROAD STATION 48+75 172.0 8 113.0 125.0 9.9 11.5 90
CANNON ROAD STATION 48+00 174.0 8 114.0 125.0 8.2 11.5 91
CANNON ROAD STATION 47+25 176.0 8 113.0 125.0 9.7 11.5 90
CANNON ROAD STATION 46+75 176.5 8 111.9 125.0 9.9 11.5 90
CANNON ROAD STATION 60+00 112.0 9 110.0 122.0 13.6 11.5 90
CANNON ROAD STATION 59+50 113.0 9 109.2 122.0 13.0 11.5 90
CANNON ROAD STATION 60+75 106.0 9 110.0 122.0 14.1 11.5 90
CANNON ROAD STATION 61+50 100.0 9 111.7 122.0 13.7 11.5 92
CANNON ROAD STATION 62+50 94.0 9 110.3 122.0 13.2 11.5 90
CANNON ROAD STATION 44+75 174.5 4 110.3 125.0 8.4 10.5 88
CANNON ROAD STATION 44+75 174.5 4 112.8 125.0 10.5 10.5 90
CANNON ROAD STATION 44+25 176.0 4 115.8 125.0 11.0 10.5 93
CANNON ROAD STATION 43+10 173.5 1 118.7 129.0 8.7 10.0 92
CANNON ROAD STATION 42+10 172.5 1 117.4 129.0 10.5 10.0 91
CANNON ROAD STATION 40+75 167.5 1 117.1 129.0 9.9 10.0 91
CANNON ROAD STATION 40+00 166.0 2 114.1 126.5 8.4 8.5 90
CANNON ROAD STATION 39+20 162.5 2 114.3 126.5 7.9 8.5 90
CANNON ROAD STATION 38+50 159.5 2 114.4 126.5 8.4 8.5 90
CANNON ROAD STATION 42+85 174.0 1 117.8 129.0 9.8 10.0 91
CANNON ROAD STATION 40+50 168.0 1 116.1 129.0 10.2 10.0 90
CANNON ROAD STATION 38+75 159.5 2 113.9 126.5 8.4 8.5 90
REMARKS
RT ON 53A
RT OF 53
RI ON 81A
RI OF 81
-, - - .- - - - - - - - - - - - - - - - 06/02/99 Page No. 3
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUMBER: 04-930489-23
NAME: CARLTAS/CANNON
TEST TEST TEST TEST ------------LOCATION --------------TEST SOIL DRY DENSITY(pcf) MOISTURE(%) REL(%) REMARKS
NUMBER METH DATE OF ELEV(ft) TYPE FIELD MAX FIELD OPT COMP
--
RW 92 N 01/12/99 M CANNON ROAD STATION 42+50 173.5 1 119.4 129.0 9.2 10.0 93
RU 93 N 01/12/99 M CANNON ROAD STATION 41+00 170.5 1 117.0 129.0 10.1 10.0 91
RU 94 N 01/12/99 M CANNON ROAD STATION 39+50 164.0 1 118.8 129.0 10.6 10.0 92
RU 95 N 01/12/99 M CANNON ROAD STATION 44+50 176.0 2 116.7 126.5 8.3 8.5 92
RU 96 N 01/13/99 RL CANNON ROAD STATION 43+79 175.0 2 118.6 126.5 10.8 8.5 94
RU 97 N 01/13/99 RL CANNON ROAD STATION 43+79 173.0 1 116.3 129.0 11.7 10.0 90
RU 98 N 01/13/99 L CANNON ROAD STATION 43+89 173.0 1 116.6 129.0 9.5 10.0 90
RU 99 N 01/13/99 L CANNON ROAD STATION 43+89 175.0 1 117.7 129.0 9.4 10.0 91
RW 100 N 01/13/99 RM CANNON ROAD STATION 38+00 157.0 2 116.2 126.5 9.8 8.5 92
RU 101 N 01/14/99 M CANNON ROAD STATION 45+80 172.0 1 121.8 129.0 10.6 10.0 94
RU 102 N 01/15/99 RM CANNON ROAD STATION 44+65 176.5 1 116.6 129.0 10.5 10.0 90
RU 103 N 01/15/99 RL CANNON ROAD STATION 44+74 176.5 2 113.9 126.5 10.7 8.5 90
RU 104 N 01/15/99 UL CANNON ROAD STATION 44+85 177.0 2 113.5 126.5 9.1 8.5 90
RU 105 N 01/18/99 RM CANNON ROAD STATION 59+00 118.5 8 114.1 125.0 10.3 11.5 91
RU 106 N 01/18/99 M CANNON ROAD STATION 58+90 119.0 9 114.4 122.0 12.2 11.5 94
RU 107 N 01/19/99 RM CANNON ROAD STATION 45+30 176.5 2 115.8 126.5 9.9 8.5 92
RU 108 N 01/19/99 M CANNON ROAD STATION 45+35 176.5 2 115.2 126.5 9.8 8.5 91
RU 109 N 01/19/99 M CANNON ROAD STATION 43+80 175.5 1 118.4 129.0 10.1 10.0 92
RU 110 N 01/19/99 RM CANNON ROAD STATION 43+90 175.0 1 118.3 129.0 11.3 10.0 92
RU 111 N 01/20/99 M CANNON ROAD STATION 37+95 158.0 1 120.0 129.0 9.9 10.0 93
RU 112 N 02/02/99 L CANNON ROAD STATION 45+43 173.0 2 114.0 126.5 9.5 8.5 90
RU 113 N 02/05/99 M CANNON & LEGO STATION 37+53 154.0 4 112.8 125.0 11.6 10.5 90
RU 114 N 02/05/99 M CANNON & LEGO STATION 37+70 157.0 4 113.3 125.0 12.2 10.5 91
RU 115 N 02/05/99 L CANNON & LEGO STATION 37+53 157.0 4 114.1 125.0 12.0 10.5 91
- - - - - - - - - - - - - - - - - - -
07/22/99
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUMBER: 04-930489-23
NAME: CARLTAS/CANNON
TEST TEST TEST TEST -------------LOCATION --------------TEST SOIL DRY DENSITY(pcf) MOISTURE(%) RELCh) REMARKS
NUMBER METH DATE OF ELEV(ft) TYPE FIELD MAX FIELD OPT COMP
Li 1 N 10/09/98 CF CANNON RD N. SIDE 151.3 4 112.8 125.0 8.2 10.5 90
Li 2 N 10/09/98 CF CANNON RD.CEWTER 151.8 3 100.7 111.5 7.6 9.0 90
Li 3 N 10/09/98 CF CANNON RD S. SIDE 152.5 4 112.4 125.0 9.3 10.5 90
J 4 N 10/15/98 CF CANNON RD N. SIDE 153.0 2 114.0 126.5 8.5 8.5- 90
J 5 N 10/15/98 CF CANNON RD S. SIDE 154.0 2 113.8 126.5 10.3 8.5 90
J 6 N 10/15/98 CF CANNON RD N CENTER 154.0 1 116.4 129.0 8.6 10.0 90
J 7 N 10/15/98 CF CANNON RD S CENTER 154.0 2 113.5 126.5 8.0 8.5 90
J 8 N 11/03/98 CF CANNON RD W. SIDE 155.0 4 108.1 125.0 8.7 10.5 86 RT ON 8A
J 8A N 11/04/98 CF INSIDE OF TUNNEL 155.0 4 118.4 125.0 8.7 10.5 95 RT OF 8
i 9 N 11/03/98 CF CANNON RD W. SIDE 155.0 4 109.2 125.0 9.3 10.5 87 RT ON 9A
9A N 11/05/98 CF INSIDE OF TUNNEL 155.0 4 118.3 125.0 7.9 10.5 95 RI OF 9
J 10 N 11/03/98 CF CANNON RD W. SIDE 155.0 4 109.5 125.0 10.7 10.5 88 RI ON 10A
J 10A N 11/05/98 CF INSIDE OF TUNNEL 155.0 4 119.2 125.0 8.3 10.5 95 RI OF 10
J 11 N 11/04/98 CF INSIDE OF TUNNEL 154.5 4 112.8 125.0 9.6 10.5 90
J 12 N 11/04/98 CF INSIDE OF TUNNEL 154.5 4 116.0 125.0 9.3 10.5 93
1 13 N 11/05/98 CF E. SIDE N. END 155.0 4 120.2 125.0 7.6 10.5 96
1 14 N 11/05/98 CF E. SIDE S. END 155.5 4 118.3 125.0 7.5 10.5 95
1 15 N 11/06/98 CF W. SIDE N. END 156.0 4 114.4 125.0 10.0 10.5 92 RT ON 15A
I iSA N 11/06/98 CF W. SIDE N. END 156.0 4 118.1 125.0 8.5 10.5 94 RI OF 15
J 16 N 11/06/98 CF W. SIDE MIDDLE 155.5 4 118.9 125.0 8.1 10.5 95
J 17 N 11/06/98 CF E. SIDE S. END 156.5 4 118.2 125.0 6.8 10.5 95
1 18 N 11/06/98 CF E. SIDE N. END 156.0 4 118.6 125.0 8.1 10.5 95
1 19 N 11/06/98 CF U. SIDE N. END 156.5 4 119.4 125.0 7.2 10.5 96
1 20 N 11/10/98 CF E. SIDE MIDDLE 157.5 7 112.4 115.5 10.2 9.0 97
1 21 N 11/10/98 CF E. SIDE S. END 157.0 7 113.1 115.5 11.1 9.0 98
1 22 N 11/10/98 CF W. SIDE S. END 157.0 4 118.9 125.0 8.1 10.5 95
23 N 11/10/98 CF U. SIDE MIDDLE 157.5 4 118.3 125.0 9.3 10.5 95
24 N 1 1/10/98 CF E. SIDE N. END 156.5 7 110.8 115.5 9.5 9.0 96
25 N 11/10/98 CF E. SIDE MIDDLE 158.0 7 111.3 115.5 8.4 9.0 96
J 26 N 11/10/98 CF U. SIDE MIDDLE 158.0 4 118.7 125.0 7.5 10.5 95
27 N 11/11/98 CF E. SIDE CENTER 158.0 4 114.0 125.0 8.1 10.5 91 RT ON 27A
27A N 11/11/98 CF E. SIDE CENTER 158.0 4 119.0 125.0 7.6 10.5 95 RT OF 27
J 28 N 11/11/98 CF E. SIDE S. END 157.5 4 118.3 125.0 12.0 10.5 95
29 N 11/11/98 CF E. SIDE S. END 157.5 4 119.0 125.0 7.8 10.5 95
1 30 N 11/11/98 CF E. SIDE N. END 157.0 4 121.1 125.0 6.7 10.5 97
1 31 N 11/11/98 CF E. SIDE S. END 158.0 7 111.2 115.5 6.3 9.0 96
32 N 11/11/98 CF E. SIDE CENTER 158.5 4 118.2 125.0 6.8 10.5 95
1 33 N 11/11/98 CF E. SIDE N. END 157.5 4 115.4 125.0 6.9 10.5 92 RT ON 33A
I 33A N 11/12/98 CF E. SIDE MIDDLE 159.0 4 119.3 125.0 7.4 10.5 95 RT OF 33
1 34 N 11/12/98 CF E. SIDE S. END 158.5 7 110.7 115.5 8.0 9.0 96
1 35 N 11/12/98 CF U. SIDE S. END 157.5 4 118.3 125.0 9.2 10.5 95
1 36 N 1 1/12/98 CF U. SIDE N. END 157.0 4 118.1 125.0 8.8 10.5 94
1 37 N 11/12/98 CF E. SIDE MIDDLE 159.0 4 121.4 125.0 9.8 10.5 97
38 N 11/12/98 CF E SIDE MIDDLE 159.0 7 111.3 115.5 7.9 9.0 96
1 39 N 11/13/98 CF U. SIDE MIDDLE 158.0 7 109.9 115.5 8.8 9.0 95
1 40 N 11/13/98 CF U. SIDE MIDDLE 159.0 7 112.4 115.5 10.1 9.0 97
J 41 N 11/13/98 CF E. SIDE S. END 158.5 4 118.9 125.0 9.1 10.5 95
- - - - - - - - - - - - - - - - - -
07/22/99 Page No. 2
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUMBER: 04-930489-23
NAME: CARLTAS/CANNON
TEST TEST TEST TEST ---------- --LOCATION --------------TEST SOIL DRY DENSITY(pcf) MOISTURE(%) REL(%) REMARKS
NUMBER METH DATE OF ELEV(ft) TYPE FIELD MAX FIELD OPT COMP
U 42 N 11/13/98 CF E. SIDE MIDDLE 160.0 7 113.3 115.5 8.5 9.0 98
Li 43 N 11/16/98 CF W. SIDE S. END 158.0 2 122.2 126.5 9.3 8.5 97
Li 44 N 11/16/98 CF W. SIDE MIDDLE 159.0 2 122.8 126.5 10.5 8.5 97
Li 45 N 11/16/98 CF E. SIDE MIDDLE 159.0 1 123.5 129.0 11.0 10.0 96
LI 46 N 11/16/98 CF E. SIDE MIDDLE 160.0 1 125.0 129.0 11.2 10.0 97
J 47 N 11/18/98 CF E. SIDE N. END 160.0 2 120.9 126.5 11.6 8.5 96
J 48 N 11/18/98 CF E. SIDE N. MIDDLE 160.0 1 125.9 129.0 11.4 10.0 98
J 49 N 11/18/98 CF E. SIDE N. END 159.0 1 123.2 129.0 10.8 10.0 96
J 50 N 11/19/98 CF E. SIDE N. MIDDLE 162.0 2 121.4 126.5 12.8 8.5 96
J 51 N 11/19/98 CF W. SIDE N. END 161.0 1 122.8 129.0 11.1 10.0 95
.1 52 N 11/19/98 CF W. SIDE N. MIDDLE - 161.0 1 123.7 129.0 11.7 10.0 96
J 53 N 11/20/98 CF E. SIDE N. END 162.0 1 125.8 129.0 9.8 10.0 98
J 54 N 11/20/98 CF W. SIDE N. END 162.0 2 120.6 126.5 12.6 8.5 95
J 55 N 11/23/98 CF IL SIDE N. MIDDLE 162.0 2 122.3 126.5 10.1 8.5 97
J 56 N 11/23/98 CF N. SIDE N. END 162.0 2 120.8 126.5 10.7 8.5 95
J 57 N 11/24/98 CF E. SIDE MIDDLE 163.0 2 122.1 126.5 11.2 8.5 97
58 N 11/24/98 CF N. SIDE MIDDLE 163.0 1 123.8 129.0 12.1 10.0 96
J 59 N 11/24/98 CF N. SIDE END 162.0 1 122.6 129.0 11.8 10.0 95
J 60 N 11/24/98 CF N. END N. SIDE 163.0 1 123.5 129.0 11.4 10.0 96
J 61 N 11/24/98 CF N. END MIDDLE 163.0 4 118.6 125.0 11.5 10.5 95
i 62 N 11/24/98 CF N. END E. SIDE 163.0 2 120.1 126.5 9.7 8.5 95
63 N 11/30/98 CF N. SIDE S. END 163.0 2 123.1 126.5 10.2 8.5 97
64 N 11/30/98 CF N. SIDE MIDDLE 164.0 2 123.2 126.5 9.7 8.5 97
1 65 N 12/01/98 CF E. SIDE S. END 164.5 4 118.6 125.0 9.9 10.5 95
J 66 N 12/01/98 CF E. SIDE MIDDLE 165.0 1 125.0 129.0 9.5 10.0 97
1 67 N 12/03/98 CF E. SIDE S. PART 165.0 1 124.9 129.0 11.1 10.0 97
1 68 N 12/03/98 CF E. SIDE S. END 165.0 1 126.0 129.0 10.6 10.0 98
1 69 N 12/03/98 CF ABOVE PIPE S. END 165.0 1 123.0 129.0 11.2 10.0 95
1 70 N 12/03/98 CF E. SIDE MIDDLE 166.0 2 121.1 126.5 11.0 8.5 96
1 71 N 12/04/98 CF E. SIDE S. END 166.0 1 124.0 129.0 11.1 10.0 96
1 72 N 12/07/98 CF N. SIDE REPAIR 161.0 1 122.2 129.0 11.0 10.0 95
1 73 N 12/07/98 CF N SIDE S OF REPAIR 161.0 1 122.8 129.0 9.0 10.0 95
1 74 N 12/07/98 CF REPAIR U. SIDE 161.5 1 123.7 129.0 9.7 10.0 96
1 75 N 12/07/98 CF REPAIR N. SIDE 161.5 1 122.5 129.0 10.3 10.0 95
1 76 N 12/08/98 CF REPAIR E. SIDE 162.0 1 123.2 129.0 10.5 10.0 96
1 77 N 12/08/98 CF REPAIR U. SIDE 162.0 1 125.4 129.0 9.5 10.0 97
1 78 N 12/08/98 CF REPAIR N. SIDE 162.0 1 124.9 129.0 9.9 10.0 97
1 79 N 12/08/98 CF REPAIR E. SIDE 162.0 1 125.4 129.0 9.7 10.0 97
1 80 N 12/08/98 CF REPAIR E. SIDE 162.0 1 122.8 129.0 10.1 10.0 95
1 81 N 12/09/98 CF REPAIR U. SIDE 162.0 1 123.7 129.0 11.5 10.0 96
1 82 N 12/09/98 CF REPAIR E. SIDE 162.0 1 123.3 129.0 10.7 10.0 96
1 83 N 12/09/98 CF REPAIR N. SIDE 163.0 1 122.2 129.0 11.1 10.0 95
1 84 N 12/09/98 CF REPAIR E. SIDE 163.0 1 122.4 129.0 9.6 10.0 95
1 85 N 12/10/98 CF REPAIR E. SIDE 165.0 1 122.8 129.0 10.1 10.0 95
1 86 N 12/11/98 CF N. SIDE ENTRANCE 159.0 1 116.2 129.0 12.6 10.0 90
1 87 N 12/11/98 CF REPAIR N. SIDE 165.5 1 122.1 129.0 10.7 10.0 95
1 88 N 12/11/98 CF N. SIDE ENTRANCE 159.0 1 117.6 129.0 10.7 10.0 91
- - - - - - - - - - - - - - - - - - -
07/22/99 Page No. 3
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUMBER: 04-930489-23
NAME: CARLTAS/CANNON
SOIL
TYPE
TEST. TEST TEST TEST
NUMBER METH DATE OF
J 89 N 12/11/98 CF
J 90 N 12/11/98 CF
J 91 N 12/11/98 CF
J 92 N 12/11/98 CF
J 93 N 12/11/98 CF
J 94 N 12/11/98 CF
J 95 N 12/14/98 CF
J 96 N 12/14/98 CF
J 97 N 12/14/98 CF
J 98 N 12/14/98 CF
J 99 N 12/14/98 CF
J 100 N 12/14/98 CF
100A N 12/14/98 CF
101 N 12/14/98 CF
J 101A N 12/14/98 CF
J 102 N 12/14/98 CF
J 102A N 12/11/98 CF
J 103 N 12/11/98 CF
J 104 N 12/11/98 CF
J 105 N 12/15/98 CF
J 106 N 12/15/98 CF
J 107 N 12/15/98 CF
J 108 N 12/15/98 CF
J 109 N 12/15/98 CF
110 N 12/17/98 CF
111 N 12/17/98 CF
J 112 N 12/16/98 CF
J 113 N 12/16/98 CF
J 114 N 12/16/98 CF
J 115 N 12/16/98 CF
116 N 12/16/98 CF
117 N 12/18/98 CF
118 N 12/18/98 CF
i 119 N 12/18/98 CF
J 120 N 12/18/98 CF
121 N 12/18/98 CF
122 N 12/21/98 CF
J 123 N 12/21/98 CF
J 124 N 12/21/98 CF
125 N 12/21/98 CF
J 126 N 12/22/98 CF
J 127 N 12/22/98 CF
J 128 N 12/22/98 CF
J 129 N 12/22/98 CF
J 130 N 12/22/98 CF
1 131 N 12/23/98 CF
LOCATION --------------TEST
ELEV(ft)
N. SIDE ENTRANCE 159.0
S. SIDE W, SIDE 167.0
S. END W. SIDE 167.5
S. END E SIDE 167.0
S. END E. SIDE 167.0
N. END W. SIDE 167.0
W. SIDE MIDDLE 169.0
E. SIDE MIDDLE 169.0
CENTER OF PIPE MIDDLE 169.0
W. SIDE S. END 169.0
E. SIDE S. END 169.0
E. SIDE N. END 170.0
E. SIDE N. END 170.0
W. SIDE N. END 170.0
W. SIDE N. END 170.0
CENTER OF PIPE MIDDLE . 170.0
CENTER OF PIPE MIDDLE 170.0
E. SIDE S. END 170.0
W. SIDE S. END 170.0
U. SIDE N. END 171.0
U. SIDE MIDDLE 171.0
U. SIDE S. END 171.0
U. SIDE S. END 171.0
CENTER OF PIPE MIDDLE 171.0
N. ENTRANCE 159.0
N. ENTRANCE 161.0
E. SIDE S. SLOPE 165.0
U. SIDE N. END 172.0
E. SIDE N. END 172.0
U. SIDE S. END 172.0
E. SIDE S. END 172.0
CENTER OF PIPE MIDDLE 172.0
N. SIDE E. SIDE 174.0
N. SIDE U. SIDE 174.0
S. ENTRANCE 161.0
S. ENTRANCE 163.0
SOUTH ENTRANCE 163.0
NORTH SIDE MIDDLE 174.0
NORTH SIDE U. SIDE 174.0
N. END EAST SIDE 174.0
S. ENTRANCE 163.0
S. ENTRANCE 165.0
S. ENTRANCE 167.0
NORTH SIDE MIDDLE 175.0
NORTH SIDE W. SIDE 175.0
SOUTH END 173.0
DRY DENSITY(pcf) MOISTURE(%) REL(%) REMARKS
FIELD MAX FIELD OPT COMP
117.8 129.0 9.8 10.0 91
116.0 129.0 10.5 10.0 90
121.5 129.0 9.9 10.0 94
117.7 129.0 10.2 10.0 91
115.5 129.0 9.5 10.0 90
117.2 129.0 10.3 10.0 91
119.0 129.0 10.3 10.0 92
117.9 129.0 9.0 10.0 91
116.3 129.0 9.4 10.0 90
117.4 129.0 9.3 10.0 91
117.7 129.0 9.8 10.0 91
107.9 129.0 9.5 10.0 84 RT ON 100A
116.3 129.0 10.0 10.0 90 RI OF 100
114.5 129.0 10.6 10.0 89 RI ON 101A
118.1 129.0 10.8 10.0 92 RI OF 101
112.2 129.0 10.7 10.0 87 RT ON 102A
119.1 129.0 10.8 10.0 92 RT OF 102
119.3 129.0 10.4 10.0 92
118.6 129.0 9.1 10.0 92
118.4 129.0 10.0 10.0 92
116.7 129.0 11.0 10.0 90
119.5 129.0 9.6 10.0 93
115.7 129.0 8.0 10.0 90
119.3 129.0 10.9 10.0 92
117.6 129.0 10.3 10.0 91
124.2 129.0 10.4 10.0 96
123.7 129.0 9.8 10.0 96
119.1 129.0 11.1 10.0 92
120.2 129.0 10.8 10.0 93
117.7 129.0 10.5 10.0 91
117.2 129.0 10.1 10.0 91
115.5 129.0 10.2 10.0 90
121.6 129.0 10.4 10.0 94
117.7 129.0 10.0 10.0 91
115.5 129.0 9.8 10.0 90
116.3 129.0 9.7 10.0 90
116.0 129.0 9.6 10.0 90
117.2 129.0 9.0 10.0 91
117.7 129.0 9.8 10.0 91
117.8 129.0 8.7 10.0 91
115.5 129.0 9.5 10.0 90
119.4 129.0 9.3 10.0 93
118.5 129.0 9.8 10.0 92
117.7 129.0 9.2 10.0 91
116.4 129.0 10.1 10.0 90
119.1 129.0 10.0 10.0 92
- - - - - - - - - - - - - - - - - - - 07/22/99
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUMBER: 04-930489-23
NAME: CARLTAS/CANNON
TEST TEST TEST TEST
NUMBER METH DATE OF
S 1 P4 10/01/98 M
S 1A N 10/01/98 M
S 2 N 10/01/98 N
S 2A N 10/01/98 M
S 3 N 10/01/98 M
S 3A N 10/01/98 M
S 4 N 10/01/98 N
5 5 N 10/01/98 M
S 6 N 10/01/98 M
S 7 N 10/01/98 M
S 8 N 10/05/98 M
S 9 N 10/05/98 M
S 9A N 10/08/98 N
S 10 N 10/08/98 M
S 11 N 10/08/98 M
S 12 N 10/08/98 M
S 13 N 12/21/98 M
S 14 N 12/21/98 M
S 15 N 12/21/98 M
S 16 N 12/21/98 N
S 17 N 12/23/98 M
S 18 N 12/23/98 M
S 19 N 12/28/98 M
S 20 N 12/28/98 M
LOCATION --------------TEST SOIL DRY DENSITY(pcf) MOISTURE(%) REL(%) REMARKS
ELEV(ft) TYPE FIELD MAX FIELD OPT COMP
CANNON ROAD STATION 39+00 157.0 2 113.7 126.5 11.9 8.5 90 RT ON 1A
CANNON ROAD STATION 39+00 157.0 2 116.4 126.5 10.4 8.5 92 RI OF 1
CANNON ROAD STATION 40+00 162.0 2 111.0 126.5 10.3 8.5 88 RI ON 2A
CANNON ROAD STATION 40+00 162.0 2 117.9 126.5 11.2 8.5 93 RI OF 2
CANNON ROAD STATION 40+25 165.0 2 112.0 126.5 8.5 8.5 89 RI ON 3A
CANNON ROAD STATION 40+25 165.0 2 114.6 126.5 9.1 8.5 91 RI OF 3
CANNON ROAD STATION 40+50 167.0 1 122.2 129.0 10.6 10.0 95
CANNON ROAD STATION 38+60 159.0 1 116.8 129.0 14.3 10.0 91
CANNON ROAD STATION 40+65 169.0 2 114.5 126.5 8.5 8.5 91
CANNON ROAD STATION 38+50 161.5 2 114.3 126.5 9.2 8.5 90
CANNON ROAD STATION 47+48 168.0 2 114.4 126.5 10.0 8.5 90
CANNON ROAD STATION 47+50 172.0 2 104.9 126.5 9.9 8.5 83 RI ON 9A
CANNON ROAD STATION 47+50 172.0 2 117.4 126.5 9.3 8.5 93 RI OF 9
CANNON ROAD STATION 47+50 172.0 2 104.7 126.5 11.1 8.5 83 RI ON 10
CANNON ROAD STATION 45+00 172.0 2 114.1 126.5 8.4 8.5 90 RI OF 11
CANNON ROAD STATION 43+00 172.0 2 119.7 126.5 9.4 8.5 95
CANNON ROAD STATION 42+00 174.0 1 117.8 129.0 15.1 10.0 91
CANNON ROAD STATION 43+00 174.0 1 119.1 129.0 11.8 10.0 92
CANNON ROAD STATION 44+00 174.0 1 116.3 129.0 11.5 10.0 90
CANNON ROAD STATION 45+00 174.0 1 119.1 129.0 11.2 10.0 92
CANNON ROAD STATION 46+00 172.0 1 117.7 129.0 10.1 10.0 91
CANNON ROAD STATION 46+00 172.0 1 115.5 129.0 9.8 10.0 90
SEWER ENTRANCE CANNON & LEGO 0.0 2 113.8 126.5 8.3 8.5 90
SEWER ENTRANCE CANNON & LEGO 0.0 2 114.8 126.5 8.5 8.5 91
- - - - - - - - - - - - - - - - - - -
06/02/99
SUMMARY OF FIELD DENSITY TESTS
PROJECT NUMBER: 04-930489-23
NAME: CARLTAS/CANNON
TEST TEST TEST TEST
NUMBER METH DATE OF
JT 1 N 01/18/99 X
JT 2 N 01/18/99 X
JT 3 N 01/18/99 X
JT 4 N 01/18/99 X
JT 5 N 01/18/99 X
JT 6 N 01/18/99 X
JT 7 N 01/18/99 X
JT 8 N 03/13/99 M
JT 9 N 03/13/99 M
JT 10 N 03/13/99 M
JT 11 N 03/13/99 M
JT 12 N 03/13/99 M
JT 13 N 03/13/99 M
LOCATION --------------TEST SOIL
ELEV(ft) TYPE
CANNON ROAD STATION 44+48 -0.5 2
CANNON ROD STATION 48+50 -0.5 2
CANNON ROAD STATION 48+50 -0.5 2
CANNON ROAD STATION 50+15 -0.5 9
CANNON ROAD STATION 51+50 -0.5 9
CANNON ROAD STATION 57+52 -0.5 9
CANNON ROAD STATION 57+52 0.0 9
CANNON RD. E BOUND STATION 38+38 -1.0 4
CANNON RD. E BOUND STATION 40+10 -1.0 4
CANNON RD. E BOUND STATION 42+85 -1.0 1
CANNON RD. E BOUND STATION 44+85 -1.0 1
CANNON RD. E BOUND STATION 47+38 -1.0 1
CANNON RD. E BOUND STATION 48+70 -1.0 4
DRY DENSITY(pcf) MOISTURE(%) REL(%) REMARKS
FIELD MAX FIELD OPT COMP
116.1 126.5 8.6 8.5 92
115.4 126.5 10.2 8.5 91
114.1 126.5 8.4 8.5 90
112.0 122.0 13.5 11.5 92
111.5 122.0 12.6 11.5 91
112.5 122.0 13.0 11.5 92
115.4 122.0 11.4 11.5 95
112.1 125.0 10.7 10.5 90
114.0 125.0 10.9 10.5 91
116.6 129.0 13.1 10.0 90
116.9 129.0 13.2 10.0 91
118.2 129.0 10.6 10.0 92
114.0 125.0 11.9 10.5 91
4930489-023
APPENDIX B
Laboratory Testing Procedures and Test Results
Maximum Density Tests: The maximum dry density and optimum moisture content of typical
materials were determined in accordance with ASTM Test Method D1557. The results of these
tests are presented in the table below:
Sample Number Sample Description
Maximum Dry
Density (pci)
Optimum Moisture
Content (%)
1 Red-brown terrace silty
sand
129.0 10.0
2 Red-brown/tan sand mix 126.5 8.5
3 Clean gray-tan sand 111.5 9.0
4 Brown/tan sand mix 125.0 10.5
5 Brown topsoil 133.0 9.0
6 Brown tan topsoil 129.5 9.0
7 Light brown-tan sand 115.5 9.0
8 Light brown-tan sandy clay 125.0 11.5
9 White-light gray coarse-
grained sand with silt
122.0 11.5
10 Gray/tanclayey sand 116.0 16.0
11 Class ilBase 145.0 5.0
AC1 -- 160.0 --
AC2 -- 157.0 --