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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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10878
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3500 - Local Oversight Program
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PR0544832
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/19/2024 1:57:05 PM
Creation date
9/16/2019 12:09:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544832
PE
3528
FACILITY_ID
FA0001146
FACILITY_NAME
MORADA CHEVRON FAST N EASY #60*
STREET_NUMBER
10878
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95212
APN
08607002
CURRENT_STATUS
02
SITE_LOCATION
10878 N HWY 99 E
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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FiJe,,No. 20-1114-93 <br /> July 12, 1993 <br /> Page I of I <br /> TABLE I <br /> MOISTURE DENSITY ANALYSESI <br /> ASTM D-1557, METHOD "All <br /> d <br /> Material Description Maximum 11 Optimum Curve <br /> ,� <br /> and Source Dry Density Moisture Content Number <br /> Brown silty clay, native 106.5 pcf 18.9 % <br /> Previously reported, File No. 20-3218-01 <br /> ........... <br /> ............ ............. <br /> ........ . .... <br /> .......... ........... .... <br /> M ..... <br /> . ......... ..... ....... <br /> ............ . .. ........ <br /> .................. <br /> .................... <br /> ........... <br /> ............ <br /> ........... . ..... ......... <br /> ......... .............. ........... <br /> X1 <br /> :'M <br /> M." <br /> . ....... <br /> ................ ....... .... <br /> .. ....... ............... ...... ........................ . ................ _......... <br /> ... . . ...............C_ <br /> ........ .......... ..... ......... <br /> ................... ......................................... .. <br /> .............. ....... <br /> ... .. .. <br /> SUMMARY OF FIELD DENSITY TEST RESULTS <br /> 6 <br /> Depth from 0 iDry Laboratory Specified <br /> Test Finished Moisture Density Compaction Relative Relative <br /> Date -Test Location-- Subgrade(ft) % Dry'Wt. Curve No. Compaction Compaction <br /> TEST PIT <br /> 1 717 21' SE of SE comer on building -1.0 20.4 105 1 98 90-95 <br /> 2 7/7 21' SE of SE comer on building -2.2 19.0 105 1 98 90-95 <br /> 3 7/7 21' SE of SE comer on building -3.2 23.0 97 1 91 90-95 <br /> ij <br /> Accepted engineering and testing procedures were used for these tests. The above data is presented for information purposes only. <br /> In the absence of continuous observations of our personnel at the site, we can not express an opinion as to the adequacy of site <br /> preparation or overall fill compaction. We do not undertake the guarantee of construction, nor do we relieve the contractor of his <br /> primary responsibility to produce a completed project conforming to the project plans and specifications. <br /> Copyright 1993 Kteinfetder, Inc. <br />
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