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SU0004714
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SU0004714
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Last modified
1/7/2020 1:05:24 PM
Creation date
9/6/2019 11:06:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0004714
PE
2627
FACILITY_NAME
UP-98-22
STREET_NUMBER
500
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
APN
19119006
ENTERED_DATE
11/18/2004 12:00:00 AM
SITE_LOCATION
500 E LOUISE AVE
RECEIVED_DATE
1/3/1989 12:00:00 AM
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\L\LOUISE\500\UP-98-22\SU0004714\APPL.PDF \MIGRATIONS\L\LOUISE\500\UP-98-22\SU0004714\CDD OK.PDF \MIGRATIONS\L\LOUISE\500\UP-98-22\SU0004714\EH COND.PDF \MIGRATIONS\L\LOUISE\500\UP-98-22\SU0004714\EH PERM.PDF
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EHD - Public
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15 <br /> v ..0 <br /> Suggested Range of Values of Dynamic Properties <br /> Shear Wave Shear Wave Poisson's Elastic Modulus of <br /> Velocity, Modulus, Ratio, Modulus, Subgrade <br /> fps psi x 103 u psi x 103 Reaction, kcf <br /> Medium dense silty sand fill 400-1100 5-30 0.3 12-80 150-350 <br /> Glass 200- 800 1-10 0.2 2-24 20-350 <br /> Stiff lean clay 500- 900 6-20 0.45 17-60 50-200 <br /> Shear wave velocity and moduli for the medium dense surface fill, if <br /> improved in place or removed and compacted as structural fill, can be estimated <br /> by multiplying the suggested values above by 1.5 to 2. <br /> If further testing, data, or analyses are desired, McClelland Consultants <br /> would be pleased to assist you. <br /> Corrosion Considerations <br /> Concrete. The measured sulfate content of samples of near-surface soils <br /> ranges from 0.008 percent to 0.03 percent. These values are judged to be low, <br /> which indicates a low potential for attack on concrete by sulfates in the surface <br /> soils. The possibility of attack on concrete by sulfates or chlorides leaching <br /> from the glass is considered to be low. <br /> Ferrous Metals . Field resistivity measurements were made at three locations <br /> shown on Plate 2. Data in terms of field electrical resistance values measured <br /> in ohms, were reduced using the Barnes layer method (Earth Resistivity Manual, <br /> published by Soiltest, Inc.) , which provides resistivity values corrected for <br /> masking effects due to overlying layers. The results, in terms of resistivity in <br /> ohm-cm, are presented on Plate 11. The field measured resistivity values range <br /> from 4,400 to 35,000 ohm-cm. These values and variations in the values with <br /> depth and location probably reflect the amount of glass, which is present within <br /> the fill. <br /> In contrast, laboratory measurements of soil resistivity for two samples <br /> were 714, and 1,250 ohm-cm. These values suggest a moderate potential for <br /> corrosion of metal pipes. <br /> Thermal Conductivity <br /> The thermal conductivity of soils depends on the degree of saturation, na- <br /> ture of the interstitial fluids, in situ density, and grain-size characteristics. <br /> 1144A/CC-15 [C <br />
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