SUBSURFACE EXPLORATION PLAN.pdf

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NP NATR 3Q9, 3P26, 3O23 Traffic Control for Subsurface Investigation
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693C7321Q000036
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REVISED STATEMENT OF WORK 8-20-21.pdf PDF
REVISED RFQ NO. 693C7321Q000036.pdf PDF
PROVISION 52.204-24.pdf PDF
RFQ NO. 693C7321Q000036.pdf PDF
Sec 889 Offeror Representation Form.pdf PDF
PROVISION 52.204-26.pdf PDF
STATEMENT OF WORK.pdf PDF

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SUBSURFACE EXPLORATION PLAN

Location: The subsurface investigation will be conducted along the Natchez Trace Parkway approximately between Milepost 86 and Milepost 114, in Hinds and Madison Counties, Mississippi.

Description: EFL Pavements Branch is proposing to collect seventy-two (72) pavement cores/soil borings to a depth of 10-ft below ground surface to determine the depth of pavement section, aggregate base thickness and subgrade soil properties at the locations shown in table and figures below. The first fifty-six (56) pavement cores and soil borings are along the mainline, the remainder of the borings will be located at the ramps to I-20, HWY 49, and I-55 respectively.

Traffic Control:

A mobile lane closure operation with flaggers will be needed during most of the drilling operation. Traffic control details will be arranged in coordination with Park prior to drilling/coring activities.

Boring Locations and Maps:

Boring Coordinates

Sample ID MP Lat. Lon.

Pavement coring/Soil

Boring (10’)

PV21-01(1) 87.0 32.327071 -90.363139 X

PV21-02 87.5 32.33426 -90.35776 X

PV21-03 88.0 32.339808 -90.355495 X

PV21-04 88.5 32.34604 -90.35112 X

PV21-05 89.0 32.349813 -90.344147 X

PV21-06 89.5 32.35378 -90.33531 X

PV21-07(2) 90.0 32.355718 -90.328755 X

PV21-08 90.5 32.35666 -90.31974 X

PV21-09 91.0 32.358112 -90.312176 X

PV21-10 91.5 32.360612 -90.303899 X

PV21-11 92.0 32.363418 -90.296491 X

PV21-12 92.5 32.36754 -90.28815 X

PV21-13(3) 93.0 32.371633 -90.282681 X

PV21-14 93.5 32.37511 -90.27624 X

PV21-15 94.0 32.379116 -90.268325 X

PV21-16 94.5 32.38086 -90.26090 X

PV21-17 95.0 32.387437 -90.256328 X

PV21-18 95.5 32.39342 -90.24960

PV21-19(4) 96.0 32.397329 -90.242804 X

PV21-20 96.5 32.40112 -90.23673 X

PV21-21 97.0 32.405422 -90.230149 X

PV21-22 97.5 32.41074 -90.22437 X

PV21-23 98.0 32.416182 -90.217277 X

PV21-24 98.5 32.41894 -90.21048 X

PV21-25(5) 99.0 32.421806 -90.202987 X

PV21-26 99.5 32.42398 -90.19468 X

PV21-27 100.0 32.426016 -90.186813 X

PV21-28 100.5 32.42935 -90.17594 X

PV21-29 101.0 32.430754 -90.170799 X

PV21-30 101.5 32.43085 -90.16136 X

PV21-31(6) 102.0 32.430190 -90.153972 X

PV21-32 102.5 32.42901 -90.14704 X

PV21-33 103.0 32.426903 -90.137413 X

PV21-34 103.5 32.42635 -90.12867 X

PV21-35 104.0 32.427158 -90.120599 X

PV21-36 104.5 32.42740 -90.11176 X

PV21-37(7) 105.0 32.426736 -90.103503 X

PV21-38 105.5 32.42528 -90.09494 X

PV21-39 106.0 32.426447 -90.086996 X

PV21-40 106.5 32.43099 -90.08015 X

PV21-41 107.0 32.436949 -90.075869 X

PV21-42 107.5 32.44412 -90.07353 X

PV21-43(8) 108.0 32.450399 -90.071110 X

PV21-44 108.5 32.45792 -90.06682 X

PV21-45 109.0 32.463113 -90.062282 X

PV21-46 109.5 32.46791 -90.05565 X

PV21-47 110.0 32.470541 -90.047980 X

PV21-48 110.5 32.47269 -90.03960 X

PV21-49(9) 111.0 32.476277 -90.032518 X

PV21-50 111.5 32.48203 -90.02699 X

PV21-51 112.0 32.488249 -90.023471 X

PV21-52 112.5 32.49521 -90.02025 X

PV21-53 113.0 32.499460 -90.014113 X

PV21-54 113.5 32.49967 -90.00539 X

PV21-55(10) 114.0 32.503324 -89.998474 X

PV21-56 114.5 32.50987 -89.99457 X

PV21-57 0.176 32.340485 -90.352265 X

PV21-58 0.166 32.340179 -90.353436 X

PV21-59 0.07 32.34337 -90.351998 X

PV21-60 0.156 32.34245 -90.351243 X

PV21-61 0.145 32.382937 -90.263286 X

PV21-62 0.089 32.381643 -90.2638 X

PV21-63 0.058 32.380652 -90.26287 X

PV21-64 0.098 32.383754 -90.260684 X

PV21-65 0.129 32.384321 -90.260245 X

PV21-66 0.07 32.385039 -90.25808 X

Note(1-10) indicates locations where a 5-gallons bucket samples will be collected.

Figure 1. Pavement Cores/Borings PV21-01 to PV21-07

PV21-67 0.123 32.425787 -90.141686 X

PV21-68 0.157 32.424754 -90.142236 X

PV21-69 0.331 32.426614 -90.146188 X

PV21-70 0.09 32.428478 -90.146334 X

PV21-71 0.205 32.425594 -90.145789 X

PV21-72 0.184 32.428244 -90.145989 X

Figure 2. Pavement Cores/Borings PV21-08 to PV21-17

Figure 3. Pavement Cores/Borings PV21-18 to PV21-26

Figure 4. Pavement Cores/Borings PV21-27 to PV21-33

Figure 5. Pavement Cores/Borings PV21-34 to PV21-39

Figure 6. Pavement Cores/Borings PV21-39 to PV21-47

Figure 7. Pavement Cores/Borings PV21-48 to PV21-56

Figure 8. Pavement Cores/Borings PV21-57 to PV21-60

Figure 9. Pavement Cores/Borings PV21-61 to PV21-66

Figure 10. Pavement Cores/Borings PV21-67 to PV21-72

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