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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545658
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Last modified
5/7/2020 2:59:59 PM
Creation date
5/7/2020 2:49:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545658
PE
3528
FACILITY_ID
FA0004925
FACILITY_NAME
Caltrans-Lodi
STREET_NUMBER
845
Direction
E
STREET_NAME
PINE
STREET_TYPE
St
City
Lodi
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
845 E Pine St
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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LSauers
Tags
EHD - Public
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L <br /> Depth Qt Fs Pw. Fs/Qt Soil Behavior Type <br /> (ft) (TSF) (TSF) (PSI) ( } Zone �, UBC-1983 <br /> . 49. 38 64 . 9 1 .929 0.39 2. 972 6 sandy silt to clayey silt <br /> 49.54 57 . 9 2.318 0. 43 4 .003 5 clayey silt to silty clay <br /> 170 55. 3 2.462 0.26 4 . 452 5 clayey silt to silty clay <br /> 87 70. 1 2.749 0. 16 3. 921 5 clayey silt to silty clay <br /> 03 66.8 2.780 0. 18 4 .162 5 clayey silt to silty clay <br /> L50.20 48.5 2.161 0. 10 4 .456 5 clayey silt to silty clay <br /> 50.36 38. 6 1.347 0.00 3.490 5 clayey silt to silty clay <br /> 50.52 40. 4 1.091 -0.02 2.701 6 sandy silt to clayey silt <br /> 50. 69 49.8 1. 326 0. 12 2. 663 6 sandy silt to clayey silt <br /> 50.85 63.4 2. 206 0.41 3. 479 5 clayey silt to silty clay <br /> '51 .02 86.7 3. 630 0.55 4 .186 5 clayey silt to silty clay <br /> 51. 18 86. 1 4 .846 0.71 5. 628 11 very stiff fine grained (*) <br /> 51 . 35 78 . 0 4 .720 0.75 6.050 11 very stiff fine grained (*) <br /> 51 . 51 61 . 4 5. 316 0..75 8. 656 11 very stiff fine grained (*} <br /> 51 . 67 57 . 1 6. 583 0.75 11. 527 11 very stiff fine grained (*} <br /> 51.84 109.2 B .256 0.6.5 7 .560 11 very stiff fine grained {*} <br /> 52.00 107 . 3 8 . 386 0.14 7 .81.5 11 very stiff fine grained {*} <br /> 52. 17 1.06.3 7 . 322 0.3.9 6. 888 11 very stiff fine grained (1) <br /> 52 .33 86. 9 5. 529 0.20 6. 362 11 very stiff fine grained (*) <br /> 52 . 49 80. 5 4 . 115 0. 35 5. 111 11 very stiff fine grained (*1 <br /> 52 . 66 79. 8 4 .039 0.47 5.061 11 very stiff fine grained (*) <br /> 52.82 67 . 9 3.831 0.75 5. 641 11 very stiff fine grained (*) <br /> 52 . 99 64 .8 3. 851 0.75 5. 942 11 very stiff fine grained (*1 <br /> 53. 15 94 . 6 5. 035 0.71 5.322 11 very stiff fine grained (*} <br /> 53.31 151. 1 5. 990 -0.08 3.964 12 sand to clayey sand (*) <br /> 53.48 191 . 6 6.289 -2.16 3.279 12 sand to clayey sand {*} <br /> 53. 64 254 .4 7.339 -3.80 2.884 12 sand to clayey sand {*) <br /> L,53.81 270. 1 10. 391 -5. 98 3.847 12 sand to clayey sand (*) <br /> 53. 97 257 .8 13. 100 -6.29 5.081 11 very stiff fine grained {*1 <br /> 54 .13 288.8 13. 100 -6.06 4 .536 11 very stiff fine grained (*) <br /> 54 .30 280. 5 13. 100 ---6.08 4 .670 11 very stiff fine grained (*] <br /> �'. 46 217 . 0 12. 944 -6. 65 5. 965 11 very stiff fine grained (*) <br /> 63 200.5 9.779 -6.51 4 .877 11 very stiff fine grained (*) <br /> 54 .79 264 .3 9. 700 -6. 41 3. 670 12 sand to clayey sand (*) <br /> 54 . 95 336. 5 9. 979 -6. 84 2. 966 12 sand to clayey sand (*] <br /> L55. 12 318. 1 11 .544 -6.71 3. 629 12 sand to clayey sand (*} <br /> 55.28 316.7 11. 319 --6.73 3.574 12 sand to clayey sand (*) <br /> 55. 45 299. 9 11.284 -6. 98 3.763 12 sand to clayey sand (*) <br /> 55. 61 259. 8 12 .766 -6. 92 4 .914 11 very stiff fine grained (*) <br /> L55.77 202. 4 9.815 -6.73 4 .849 11 very stiff fine grained (*) <br /> 55. 94 128 . 6 5. 935 -6.43 4 . 615 11 very stiff fine grained i*) <br /> 56. 10 98 .1 4 .209 -6.31 4 .290 11 very stiff fine grained (*) <br /> 56.27 90.5 3. 584 -6. 16 3. 960 5 clayey silt to silty clay <br /> 56.43 79. 6 2 .766 -6. 35 3. 475 5 clayey silt to silty clay <br /> " 56.59 77 .0 3. 143 -6.41 4 .081 6 sandy silt to clayey silt <br /> 56.76 104 . 3 3.305 -6.41 3.169 6 sandy silt to clayey silt <br /> 56. 92 91 . 4 2. 924 -6.41 3.199 6 sandy silt to clayey silt <br /> 57.09 82 .5 2.899 -6.41 3.514 5 clayey silt to silty clay <br /> 57.25 106. 1 6.042 -6. 45 5. 694 11 very stiff fine grained {*) <br /> 57. 41 165. 3 9.322 -6.08 5. 639 11 very stiff fine grained {*} <br /> 57 .58 176. 9 12. 133 -6.08 6.858 11 very stiff fine grained {*} <br /> 57 .74 177.7 9.753 -6.08 5.488 11 very stiff fine grained {*) <br /> 57. 91 160.5 9. 171 -6.08 5.714 11 very stiff fine, grained (*) <br /> 58.07 123.8 7.888 -5.25 6.370 11 very stiff fine grained (*) <br /> L58.23 89.8 4 .788 -5.00 5.330 11 very stiff fine grained (*) <br /> 58. 40 68. 4 3. 664 -4 .78• 5.354 11 very stiff fine grained (*} <br /> 58 . 56 61. 9 3.447 -4 .76 5.566 11 very stiff fine grained {*] <br /> 58 . 73 70.2 3. 984 -4 .74- 5.673 11 very stiff fine grained {*) <br /> r58. 89 101.2 4 .038 -4 .7B 3.989 6 sandy silt to clayey silt <br /> 9. 06 153. 2 3. 394 -5. 15 2 .215 7 silty sand to sandy silt <br /> . 22 187 .7 2 .726 -5.74 1 .452 8 sand to silty sand <br /> LS oil behavior type and SPT based on data from UBC-1983 <br /> L <br />
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