NNC_Bid Documents_Narrative-File 4 of 4_865CM3031.pdf

Nashville National Cemetery 1420 Gallatin Pike S, Madison , TN

Prepared by IFS 279 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 12:55 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 12:55 PM

Sheet Roadway and Curb Assessment

#79 Storm Structure

Photos

20220415_115533_photo

IFS

Apr 15, 2022 12:55 PM

20220415_115518_photo

IFS

Apr 15, 2022 12:55 PM https://app.plangrid.com/projects/0b40d6da-5bd5-474a-2fb8-5281623e275d/home

Prepared by IFS 280 Created with PlanGrid

Status Open

Type Issue

Description Damaged section of curb near structure

Created Apr 15, 2022 12:55 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 12:56 PM

Sheet Roadway and Curb Assessment

#80 Storm Structure

Photos

20220415_115606_photo

IFS

Apr 15, 2022 12:56 PM

20220415_115556_photo

IFS

Apr 15, 2022 12:56 PM

Prepared by IFS 281 Created with PlanGrid

20220415_115546_photo

IFS

Apr 15, 2022 12:55 PM

Prepared by IFS 282 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 12:57 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 12:58 PM

Sheet Roadway and Curb Assessment

#82 Storm Structure

Photos

20220415_115756_photo

IFS

Apr 15, 2022 12:57 PM

20220415_115739_photo

IFS

Apr 15, 2022 12:57 PM

Prepared by IFS 283 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 12:58 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 12:58 PM

Sheet Roadway and Curb Assessment

#83 Storm Structure

Photos

20220415_115822_photo

IFS

Apr 15, 2022 12:58 PM

20220415_115814_photo

IFS

Apr 15, 2022 12:58 PM

Prepared by IFS 284 Created with PlanGrid

Status Open

Type Issue

Description Settling near inket

Created Apr 15, 2022 12:59 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:00 PM

Sheet Roadway and Curb Assessment

#85 Storm Structure

Photos

20220415_120025_photo

IFS

Apr 15, 2022 1:00 PM

20220415_120017_photo

IFS

Apr 15, 2022 1:00 PM

Prepared by IFS 285 Created with PlanGrid

20220415_120009_photo

IFS

Prepared by IFS 286 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 1:00 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:01 PM

Sheet Roadway and Curb Assessment

#86 Storm Structure

Photos

20220415_120052_photo

IFS

Apr 15, 2022 1:00 PM

20220415_120043_photo

IFS

Prepared by IFS 287 Created with PlanGrid

Status Open

Type Issue

Description Cracked curb near inlet. 2 sections

Created Apr 15, 2022 1:17 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:18 PM

Sheet Roadway and Curb Assessment

#103 Storm Structure

Photos

20220415_121754_photo

IFS

Apr 15, 2022 1:17 PM

20220415_121730_photo

IFS

Apr 15, 2022 1:17 PM

Prepared by IFS 288 Created with PlanGrid

20220415_121720_photo

IFS

Apr 15, 2022 1:17 PM

Prepared by IFS 289 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 1:18 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:18 PM

Sheet Roadway and Curb Assessment

#104 Storm Structure

Photos

20220415_121820_photo

IFS

Apr 15, 2022 1:18 PM

20220415_121812_photo

IFS

Apr 15, 2022 1:18 PM

Prepared by IFS 290 Created with PlanGrid

Status Open

Type Issue

Description Damage to curb around inlet

Created Apr 15, 2022 1:19 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:20 PM

Sheet Roadway and Curb Assessment

#106 Storm Structure

Photos

20220415_122006_photo

IFS

Apr 15, 2022 1:20 PM

20220415_121956_photo

IFS

Apr 15, 2022 1:19 PM

Prepared by IFS 291 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 1:20 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:32 PM

Sheet Roadway and Curb Assessment

#107 Storm Structure

Photos

20220415_122055_photo

IFS

Apr 15, 2022 1:20 PM

20220415_122048_photo

IFS

Apr 15, 2022 1:20 PM

Prepared by IFS 292 Created with PlanGrid

Status Open

Type Issue

Description Large patch around inlet.

Damage to curb. Settelimg

Created Apr 15, 2022 1:23 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:24 PM

Sheet Roadway and Curb Assessment

#110 Storm Structure

Photos

20220415_122343_photo

IFS

Apr 15, 2022 1:23 PM

20220415_122332_photo

IFS

Apr 15, 2022 1:23 PM

Prepared by IFS 293 Created with PlanGrid

Status Open

Type Issue

Description Clogged inet

Created Apr 15, 2022 1:24 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:24 PM

Sheet Roadway and Curb Assessment

#111 Storm Structure

Photos

20220415_122432_photo

IFS

Apr 15, 2022 1:24 PM

20220415_122416_photo

IFS

Apr 15, 2022 1:24 PM

Prepared by IFS 294 Created with PlanGrid

Status Open

Type Issue

Description Cracked curb around inlet

Created Apr 15, 2022 1:26 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:26 PM

Sheet Roadway and Curb Assessment

#114 Storm Structure

Photos

20220415_122640_photo

IFS

Apr 15, 2022 1:26 PM

20220415_122632_photo

IFS

Apr 15, 2022 1:26 PM

Prepared by IFS 295 Created with PlanGrid

Status Open

Type Issue

Description Patch around inlet. Damage to curb

Created Apr 15, 2022 1:29 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:30 PM

Sheet Roadway and Curb Assessment

#115 Storm Structure

Photos

20220415_123016_photo

IFS

Apr 15, 2022 1:30 PM

20220415_122957_photo

IFS

Apr 15, 2022 1:29 PM

Prepared by IFS 296 Created with PlanGrid

20220415_122948_photo

IFS

Apr 15, 2022 1:29 PM

Prepared by IFS 297 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 1:30 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:31 PM

Sheet Roadway and Curb Assessment

#117 Storm Structure

Photos

20220415_123116_photo

IFS

Apr 15, 2022 1:31 PM

20220415_123104_photo

IFS

Apr 15, 2022 1:31 PM

Prepared by IFS 298 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 1:33 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:33 PM

Sheet Roadway and Curb Assessment

#120 Storm Structure

Photos

20220415_123341_photo

IFS

Apr 15, 2022 1:33 PM

Prepared by IFS 299 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 1:50 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:51 PM

Sheet Roadway and Curb Assessment

#136 Storm Structure

Photos

20220415_125103_photo

IFS

Apr 15, 2022 1:51 PM

20220415_125056_photo

IFS

Apr 15, 2022 1:50 PM

Prepared by IFS 300 Created with PlanGrid

20220415_125045_photo

IFS

Apr 15, 2022 1:50 PM

Prepared by IFS 301 Created with PlanGrid

Status Open

Type Issue

Description Pavement damaged around inlet

Created Apr 15, 2022 1:54 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:54 PM

Sheet Roadway and Curb Assessment

#138 Storm Structure

Photos

20220415_125437_photo

IFS

Apr 15, 2022 1:54 PM

20220415_125430_photo

IFS

Apr 15, 2022 1:54 PM

Prepared by IFS 302 Created with PlanGrid

20220415_125424_photo

IFS

Prepared by IFS 303 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 1:54 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:55 PM

Sheet Roadway and Curb Assessment

#139 Storm Structure

Photos

20220415_125506_photo

IFS

Apr 15, 2022 1:55 PM

20220415_125457_photo

IFS

Prepared by IFS 304 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 2:02 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:03 PM

Sheet Roadway and Curb Assessment

#147 Storm Structure

Photos

20220415_130324_photo

IFS

Apr 15, 2022 2:03 PM

20220415_130317_photo

IFS

Apr 15, 2022 2:03 PM

Prepared by IFS 305 Created with PlanGrid

20220415_130303_photo

IFS

Apr 15, 2022 2:03 PM

Prepared by IFS 306 Created with PlanGrid

Status Open

Type Issue

Description Cracked frame, debris blocking curb

Created Apr 15, 2022 2:03 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:04 PM

Sheet Roadway and Curb Assessment

#148 Storm Structure

Photos

20220415_130415_photo

IFS

Apr 15, 2022 2:04 PM

20220415_130403_photo

IFS

Apr 15, 2022 2:04 PM

Prepared by IFS 307 Created with PlanGrid

Status Open

Type Issue

Description Large patch around structure. Damage to curbing

Created Apr 15, 2022 2:11 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:12 PM

Sheet Roadway and Curb Assessment

#154 Storm Structure

Photos

20220415_131222_photo

IFS

Apr 15, 2022 2:12 PM

20220415_131211_photo

IFS

Apr 15, 2022 2:12 PM

Prepared by IFS 308 Created with PlanGrid

20220415_131156_photo

IFS

Apr 15, 2022 2:11 PM

Prepared by IFS 309 Created with PlanGrid

Status Open

Type Issue

Description Damage to inlet structure, and curbing

Created Apr 15, 2022 2:12 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:13 PM

Sheet Roadway and Curb Assessment

#155 Storm Structure

Photos

20220415_131342_photo

IFS

Apr 15, 2022 2:13 PM

20220415_131330_photo

IFS

Apr 15, 2022 2:13 PM

Prepared by IFS 310 Created with PlanGrid

20220415_131314_photo

IFS

Apr 15, 2022 2:13 PM

20220415_131307_photo

IFS

Apr 15, 2022 2:13 PM

Prepared by IFS 311 Created with PlanGrid

20220415_131257_photo

IFS

Apr 15, 2022 2:12 PM

Prepared by IFS 312 Created with PlanGrid

Status Open

Type Issue

Description Pavement settling around inlet

Created Apr 15, 2022 2:17 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:18 PM

Sheet Roadway and Curb Assessment

#158 Storm Structure

Photos

20220415_131756_photo

IFS

Apr 15, 2022 2:17 PM

20220415_131747_photo

IFS

Apr 15, 2022 2:17 PM

Prepared by IFS 313 Created with PlanGrid

20220415_131741_photo

IFS

Apr 15, 2022 2:17 PM

Prepared by IFS 314 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 2:18 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:18 PM

Sheet Roadway and Curb Assessment

#159 Storm Structure

Photos

20220415_131825_photo

IFS

Apr 15, 2022 2:18 PM

20220415_131817_photo

IFS

Apr 15, 2022 2:18 PM

Prepared by IFS 315 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 2:18 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:19 PM

Sheet Roadway and Curb Assessment

#160 Storm Structure

Photos

20220415_131854_photo

IFS

Apr 15, 2022 2:19 PM

20220415_131844_photo

IFS

Apr 15, 2022 2:18 PM

Prepared by IFS 316 Created with PlanGrid

Status Open

Type Issue

Description Damage to curb near inlet

Created Apr 15, 2022 2:20 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:20 PM

Sheet Roadway and Curb Assessment

#162 Storm Structure

Photos

20220415_132034_photo

IFS

Apr 15, 2022 2:20 PM

20220415_132021_photo

IFS

Apr 15, 2022 2:20 PM

Prepared by IFS 317 Created with PlanGrid

20220415_132014_photo

IFS

Apr 15, 2022 2:20 PM

Prepared by IFS 318 Created with PlanGrid

Status Open

Type Issue

Description Patch in front of inlet.

Damage to inlet

Created Apr 15, 2022 2:22 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:23 PM

Sheet Roadway and Curb Assessment

#164 Storm Structure

Photos

20220415_132315_photo

IFS

Apr 15, 2022 2:23 PM

20220415_132308_photo

IFS

Apr 15, 2022 2:23 PM

Prepared by IFS 319 Created with PlanGrid

20220415_132256_photo

IFS

Prepared by IFS 320 Created with PlanGrid

Status Open

Type Issue

Description Curb damage, inlet damage

Created Apr 15, 2022 2:23 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:24 PM

Sheet Roadway and Curb Assessment

#165 Storm Structure

Photos

20220415_132426_photo

IFS

Apr 15, 2022 2:24 PM

20220415_132407_photo

IFS

Apr 15, 2022 2:24 PM

Prepared by IFS 321 Created with PlanGrid

20220415_132343_photo

IFS

Apr 15, 2022 2:23 PM

20220415_132337_photo

IFS

Prepared by IFS 322 Created with PlanGrid

Status Open

Type Issue

Description Damage to inlet.

Surrounding pavement and curb damage

Created Apr 15, 2022 2:34 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:35 PM

Sheet Roadway and Curb Assessment

#173 Storm Structure

Photos

20220415_133503_photo

IFS

Apr 15, 2022 2:35 PM

20220415_133454_photo

IFS

Apr 15, 2022 2:34 PM

Prepared by IFS 323 Created with PlanGrid

20220415_133448_photo

IFS

Apr 15, 2022 2:34 PM

Prepared by IFS 324 Created with PlanGrid

Status Open

Type Issue

Description Fabric in inlet

Created Apr 15, 2022 2:35 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:36 PM

Sheet Roadway and Curb Assessment

#174 Storm Structure

Photos

20220415_133610_photo

IFS

Apr 15, 2022 2:36 PM

20220415_133553_photo

IFS

Apr 15, 2022 2:35 PM

Prepared by IFS 325 Created with PlanGrid

20220415_133542_photo

IFS

Apr 15, 2022 2:35 PM

Prepared by IFS 326 Created with PlanGrid

Status Open

Type Issue

Description Damage to curb near inlet

Created Apr 15, 2022 2:39 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:39 PM

Sheet Roadway and Curb Assessment

#178 Storm Structure

Photos

20220415_133943_photo

IFS

Apr 15, 2022 2:39 PM

20220415_133936_photo

IFS

Apr 15, 2022 2:39 PM

Prepared by IFS 327 Created with PlanGrid

20220415_133929_photo

IFS

Apr 15, 2022 2:39 PM

Prepared by IFS 328 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 2:39 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:40 PM

Sheet Roadway and Curb Assessment

#179 Storm Structure

Photos

20220415_134020_photo

IFS

Apr 15, 2022 2:40 PM

20220415_134011_photo

IFS

Apr 15, 2022 2:40 PM

Prepared by IFS 329 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 3:08 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 3:08 PM

Sheet Roadway and Curb Assessment

#188 Storm Structure

Photos

20220415_140825_photo

IFS

Apr 15, 2022 3:08 PM

20220415_140815_photo

IFS

Apr 15, 2022 3:08 PM

Prepared by IFS 330 Created with PlanGrid

Status Open

Type Issue

Description Inlet plugged

Created Apr 15, 2022 3:13 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 3:14 PM

Sheet Roadway and Curb Assessment

#194 Storm Structure

Photos

20220415_141355_photo

IFS

Apr 15, 2022 3:13 PM

20220415_141349_photo

IFS

Apr 15, 2022 3:13 PM

Prepared by IFS 331 Created with PlanGrid

20220415_141336_photo

IFS

Apr 15, 2022 3:13 PM

Prepared by IFS 332 Created with PlanGrid

Status Open

Type Issue

Description Small portion of curb damaged

Created Apr 15, 2022 3:19 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 3:19 PM

Sheet Roadway and Curb Assessment

#200 Storm Structure

Photos

20220415_141935_photo

IFS

Apr 15, 2022 3:19 PM

20220415_141928_photo

IFS

Apr 15, 2022 3:19 PM

Prepared by IFS 333 Created with PlanGrid

Status Open

Type Issue

Description Pavement settling around inlet

Created Apr 15, 2022 3:22 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 3:23 PM

Sheet Roadway and Curb Assessment

#202 Storm Structure

Photos

20220415_142244_photo

IFS

Apr 15, 2022 3:22 PM

20220415_142231_photo

IFS

Apr 15, 2022 3:22 PM

Prepared by IFS 334 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 3:23 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 3:23 PM

Sheet Roadway and Curb Assessment

#203 Storm Structure

Photos

20220415_142320_photo

IFS

Apr 15, 2022 3:23 PM

20220415_142313_photo

IFS

Apr 15, 2022 3:23 PM

Prepared by IFS 335 Created with PlanGrid

20220415_142307_photo

IFS

Apr 15, 2022 3:23 PM

Prepared by IFS 336 Created with PlanGrid

Status Open

Type Issue

Description Curb around inlet is daaged

Created Apr 15, 2022 3:26 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 3:26 PM

Sheet Roadway and Curb Assessment

#206 Storm Structure

Photos

20220415_142630_photo

IFS

Apr 15, 2022 3:26 PM

20220415_142623_photo

IFS

Apr 15, 2022 3:26 PM

Prepared by IFS 337 Created with PlanGrid

20220415_142615_photo

IFS

Apr 15, 2022 3:26 PM

20220415_142605_photo

IFS

Prepared by IFS 338 Created with PlanGrid

Status Open

Type Issue

Created Apr 15, 2022 3:26 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 3:27 PM

Sheet Roadway and Curb Assessment

#207 Storm Structure

Photos

20220415_142657_photo

IFS

Apr 15, 2022 3:27 PM

20220415_142650_photo

IFS

Prepared by IFS 339 Created with PlanGrid

Status Open

Type Issue

Description Some pavement settling around inet

Created Apr 15, 2022 3:31 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 3:32 PM

Sheet Roadway and Curb Assessment

#212 Storm Structure

Photos

20220415_143145_photo

IFS

Apr 15, 2022 3:31 PM

20220415_143139_photo

IFS

Apr 15, 2022 3:31 PM

Prepared by IFS 340 Created with PlanGrid

Status Open

Type Issue

Description Storm manhole.

Created Apr 15, 2022 11:24 AM rpish@ifs-ae.com

Last Updated Apr 15, 2022 11:26 AM

Sheet Roadway and Curb Assessment

#3 Utility

Photos

20220415_102516_photo

IFS

Apr 15, 2022 11:25 AM

20220415_102510_photo

IFS

Apr 15, 2022 11:25 AM

Prepared by IFS 341 Created with PlanGrid

20220415_102448_photo

IFS

Apr 15, 2022 11:24 AM

Prepared by IFS 342 Created with PlanGrid

Status Open

Type Issue

Description Water valve box. Sealed over

Created Apr 15, 2022 11:26 AM rpish@ifs-ae.com

Last Updated Apr 15, 2022 11:27 AM

Sheet Roadway and Curb Assessment

#4 Utility

Photos

20220415_102644_photo

IFS

Apr 15, 2022 11:26 AM

20220415_102636_photo

IFS

Apr 15, 2022 11:26 AM

Prepared by IFS 343 Created with PlanGrid

20220415_102622_photo

IFS

Apr 15, 2022 11:26 AM

Prepared by IFS 344 Created with PlanGrid

Status Open

Type Issue

Description Storm manhole. Settling around manhole about 2”.

Created Apr 15, 2022 11:41 AM rpish@ifs-ae.com

Last Updated Apr 29, 2022 4:37 PM

Sheet Roadway and Curb Assessment

#16 Utility

Photos

20220415_104222_photo

IFS

Apr 15, 2022 11:42 AM

20220415_104211_photo

IFS

Apr 15, 2022 11:42 AM

Prepared by IFS 345 Created with PlanGrid

20220415_104148_photo

IFS

Apr 15, 2022 11:41 AM

Prepared by IFS 346 Created with PlanGrid

Status Open

Type Issue

Description Unknown manhole

Created Apr 15, 2022 11:46 AM rpish@ifs-ae.com

Last Updated Apr 15, 2022 11:47 AM

Sheet Roadway and Curb Assessment

#21 Utility

Photos

20220415_104719_photo

IFS

Apr 15, 2022 11:47 AM

20220415_104702_photo

IFS

Apr 15, 2022 11:47 AM

Prepared by IFS 347 Created with PlanGrid

Status Open

Type Issue

Description Irrigation

Created Apr 15, 2022 12:02 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 12:02 PM

Sheet Roadway and Curb Assessment

#33 Utility

Photos

20220415_110223_photo

IFS

Apr 15, 2022 12:02 PM

20220415_110213_photo

IFS

Apr 15, 2022 12:02 PM

Prepared by IFS 348 Created with PlanGrid

Status Open

Type Issue

Description Irrigation box

Created Apr 15, 2022 12:06 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 12:06 PM

Sheet Roadway and Curb Assessment

#37 Utility

Photos

20220415_110633_photo

IFS

Apr 15, 2022 12:06 PM

Prepared by IFS 349 Created with PlanGrid

Status Open

Type Issue

Description Irrigation boxes

Created Apr 15, 2022 12:08 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 12:09 PM

Sheet Roadway and Curb Assessment

#39 Utility

Photos

20220415_110911_photo

IFS

Apr 15, 2022 12:09 PM

Prepared by IFS 350 Created with PlanGrid

Status Open

Type Issue

Description Irrigation boxes

Created Apr 15, 2022 12:11 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 12:11 PM

Sheet Roadway and Curb Assessment

#41 Utility

Photos

20220415_111114_photo

IFS

Apr 15, 2022 12:11 PM

Prepared by IFS 351 Created with PlanGrid

Status Open

Type Issue

Description Irrigation boxes

Created Apr 15, 2022 12:19 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 12:20 PM

Sheet Roadway and Curb Assessment

#48 Utility

Photos

20220415_111950_photo

IFS

Apr 15, 2022 12:19 PM

20220415_111942_photo

IFS

Apr 15, 2022 12:19 PM

Prepared by IFS 352 Created with PlanGrid

Status Open

Type Issue

Description Irrigation boxes

Created Apr 15, 2022 1:36 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:36 PM

Sheet Roadway and Curb Assessment

#122 Utility

Photos

20220415_123626_photo

IFS

Apr 15, 2022 1:36 PM

Prepared by IFS 353 Created with PlanGrid

Status Open

Type Issue

Description Irrigation

Created Apr 15, 2022 1:49 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 1:49 PM

Sheet Roadway and Curb Assessment

#133 Utility

Photos

20220415_124911_photo

IFS

Apr 15, 2022 1:49 PM

Prepared by IFS 354 Created with PlanGrid

Status Open

Type Issue

Description Water valve and unknown cover

Created Apr 15, 2022 2:00 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:00 PM

Sheet Roadway and Curb Assessment

#144 Utility

Photos

20220415_130040_photo

IFS

Apr 15, 2022 2:00 PM

20220415_130034_photo

IFS

Apr 15, 2022 2:00 PM

Prepared by IFS 355 Created with PlanGrid

20220415_130025_photo

IFS

Apr 15, 2022 2:00 PM

Prepared by IFS 356 Created with PlanGrid

Status Open

Type Issue

Description Irrigation

Created Apr 15, 2022 2:10 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:14 PM

Sheet Roadway and Curb Assessment

#153 Utility

Photos

20220415_131023_photo

IFS

Apr 15, 2022 2:10 PM

Prepared by IFS 357 Created with PlanGrid

Status Open

Type Issue

Description Irrigation

Created Apr 15, 2022 2:31 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 2:31 PM

Sheet Roadway and Curb Assessment

#170 Utility

Photos

20220415_133108_photo

IFS

Apr 15, 2022 2:31 PM

Prepared by IFS 358 Created with PlanGrid

Status Open

Type Issue

Description Irrigation

Created Apr 15, 2022 3:24 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 3:24 PM

Sheet Roadway and Curb Assessment

#205 Utility

Photos

20220415_142447_photo

IFS

Apr 15, 2022 3:24 PM

20220415_142440_photo

IFS

Apr 15, 2022 3:24 PM

Prepared by IFS 359 Created with PlanGrid

Status Open

Type Issue

Description Sanitary manhole

Created Apr 15, 2022 3:38 PM rpish@ifs-ae.com

Last Updated Apr 15, 2022 3:39 PM

Sheet Roadway and Curb Assessment

#218 Utility

Photos

20220415_143857_photo

IFS

Apr 15, 2022 3:38 PM

20220415_143850_photo

IFS

Apr 15, 2022 3:38 PM

Prepared by IFS 360 Created with PlanGrid

Status Open

Type Issue

Description Electric box and crossinf

Created Apr 15, 2022 3:40 PM rpish@ifs-ae.com

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Bid Documents - Basis of Design Report

THIS PAGE WAS INTENTIONALLY LEFT BLANK FOR DOUBLE SIDED PRINTING

APPENDIX 2

GEOTECHNICAL SUMMARY

THIS PAGE WAS INTENTIONALLY LEFT BLANK FOR DOUBLE SIDED PRINTING

June 21, 2022

Mr. Mark Dyck Integrity Federal Services 148 South Queen Street, Ste. 201 Martinsburg, WV 25401

ECS Project No. 26:5538

Reference: Summary of Pavement Coring Activities

Madison, Tennessee

Dear Mr. Dyck:

ECS Southeast, LLP (ECS) has completed this letter to provide a summary of the coring operations ECS completed at the above referenced site.

CORING OPERATIONS

ECS representative, Mr. Dylan Adkisson, arrived at the above referenced site on May 31st and June 1st, 2022 to core a total of ten (10) locations for asphalt and base stone thickness verification. We have included an approximate site location diagram of the coring locations as an attachment to this letter. A summary of the pavement and base stone thicknesses are presented in Table 1.

Table 1 – Pavement and Base Stone Thicknesses

Coring No.

Approximate Base Stone

Thickness (in)

Approximate Pavement

Thickness (in)

C-1 6 4 C-2 3 3 ½ C-3 3 ½ 4 C-4 3 3 C-5 4 4 ½ C-6 3 3 C-7 3 3 C-8 2 3 C-9 4 4

C-10 4 4

ECS Project No. 26:5538

To evaluate the subgrade materials for the proposed pavement rehabilitation, Dual Mass Penetrometer (DCP) tests were performed. The results were plotted to determine the estimated CBR value of the subgrade material. A total of ten (10) DCP tests (ASTM D6951) were performed at coring locations C-1 through C-10. The estimated California bearing ratio (CBR) value within the upper 12 inches of the soil subgrade as derived from the DCP test data are presented in table 2. The DCP Test Data reports are included in the Appendix of this report.

TABLE 2 – DCP Test Results

Coring No.

ESTIMATED

CBR VALUE

C-1 4 C-2 8 C-3 10+ C-4 10+ C-5 10+ C-6 10+ C-7 10+ C-8 6 C-9 10+

C-10 10+

The top 12 inches of the DCP test results were used to estimate the critical CBR value. The estimated CBR ranges from about 4 to 10+. Since the critical CBR value is a reflection of the shallow subgrade characteristics of strength and deflection, deeper readings are less representative of the pavement subgrade CBR value. However, the deeper CBR or shear strength values do provide an indication of whether softer soil conditions are present at depth, which would create a greater concern in regard to continued subgrade support and settlement potential. At coring location C-1, soft soils were located in the upper about 12 inches, below this depth the CBR increased to about 6. At coring location C-6, at a depth range of approximately 12 inches until refusal, the soils were relatively softer than the first 12 inches of subgrade. The deeper DCP data obtained at the test locations in the remaining test cores did not suggest these concerns.

Very dense/hard soils or chert gravel layers resulting in DCP refusal were encountered at test locations C-1, C-2, C-3, and C-5 at depths ranging from approximately 10 to 26 inches below the pavement surface.

PAVEMENT RECOMMENDATIONS

The recommended pavement thicknesses presented in this report section are considered typical and minimum for the assumed parameters in the general site area. We understand that budgetary considerations sometimes warrant thinner pavement sections than those presented.

However, the client, the owner, and the project designers should be aware that thinner pavement sections may result in increased maintenance costs and lower than anticipated pavement life.

We have estimated the final pavement subgrade soils will be sufficient to achieve a minimum composite CBR of 5 based on the results of the DCP testing, provided the subgrade preparation recommendations as previously stated are followed. We have also assumed traffic loading to be approximately 18,000, ESAL’s respectively, for a 20-year design life. If the actual loading is anticipated to be more or less, we should be allowed the opportunity to revise our recommendations.

Based on these assumptions, we recommend typical pavement sections consisting of the following:

Table 3 - Recommended Minimum Flexible Asphalt Pavement Thicknesses

Pavement Materials Replacement of Asphalt Only

Asphalt and Stone Replacement

Asphaltic Surface Course 1 ½ inch 2 inches

Asphaltic Binder Course 2 inches -

Crushed Stone Base 3 inches* 8 inches *Existing Stone thickness

We recommend that the subbase stone and bituminous asphalt pavements be compacted in accordance with local DOT requirements.

Regular maintenance and occasional repairs should be implemented to keep pavements in a serviceable condition. In addition, to help reduce water infiltration to the pavement section and within the base course layer resulting in softening of the subgrade and deterioration of the pavement, we recommend the timely sealing of joints and cracks using proper sealants. We recommend exterior pavements be reviewed for distress/cracks twice a year, once in the spring and once in the fall.

Sound maintenance programs should help maintain and enhance the performance of pavements and attain the design service life. A preventative maintenance program should be implemented early in the pavement life to be effective. The “standard in the industry” supported by research indicates that preventative maintenance should begin within 2 to 5 years of the pavement construction. Failure to perform preventative maintenance will reduce the service life of the pavement and increase the costs for both corrective maintenance and full pavement rehabilitation.

CLOSING

Our professional services have been performed in accordance with generally accepted geotechnical engineering principles and practices. ECS is not responsible for the conclusions, opinions, or recommendations made by others based on the provided information. No third party is given the right to rely on this letter without express written permission. We appreciate this opportunity to be of service to you during this project. If you have any questions with regard to the information presented in this transmittal, please do not hesitate to contact us.

Respectfully, ECS SOUTHEAST, LLP

Represented by, Trevor Nugent Eric Gasiecki, P.E.

Geotechnical Project Manager Principal Engineer

Attachments: Coring Location Diagram DCP Logs Important Information

Nashville National Cemetery Road Repair

1420 Gallatin Pike Madisonville, TN ECS Project No. 26:5538

Coring Location Diagram

Approximate Coring Locations

DCP TEST DATA

File Name: C-1 DMP

Project: Nashville National Cemetery Date: 1-Jun-22 Location: C-1 Soil Type(s): Low plasticity Clay with CBR<10

No. of Accumulative Type of

Blows Penetration Hammer (mm)

0 0 2

5 310 2

5 340 2

5 385 2

5 450 2

5 520 2

5 575 2

5 615 2

5 665 2

5 715 2

5 900 2

5 1000 2

5 1050 2

0.1 1.0 10.0 100.0

0.1 1.0 10.0 100.0

D E

P T

H , i n

CBR

D E

P T

H , m m

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CH

CL

All other soils

Hammer

0 1000 2000 3000 4000 5000

D E

P T

H , i n

BEARING CAPACITY, psf

Based on approximate interrelationships of CBR and Bearing values (Design of Concrete Airport Pavement, Portland

Cement Association, page 8, 1955)

Project: Nashville National Cemetery Date: 1-Jun-22 Location: C-2 Soil Type(s): Low plasticity Clay with CBR<10

No. of Accumulative Type of

Blows Penetration Hammer (mm)

0 0 2

5 40 2

5 75 2

5 115 2

5 145 2

5 165 2

5 195 2

5 220 2

5 235 2

5 250 2

1 270 2

1 275 2

1 280 2

1 286 2

1 290 2

1 295 2

1 300 2

1 306 2

1 316 2

1 320 2

1 330 2

1 340 2

1 345 2

1 355 2

1 368 2

1 383 2

1 403 2

1 428 2

1 460 2

1 475 2

1 483 2

0.1 1.0 10.0 100.0

0.1 1.0 10.0 100.0

D E

P T

H , i n

CBR

D E

P T

H , m m

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CH

CL

All other soils

Hammer

0 2000 4000 6000 8000 10000 12000

D E

P T

H , i n

BEARING CAPACITY, psf

Based on approximate interrelationships of CBR and Bearing values (Design of

Project: Nashville National Cemetery Date: 1-Jun-22 Location: C-3 Soil Type(s): Low plasticity Clay with CBR<10

No. of Accumulative Type of

Blows Penetration Hammer (mm)

0 0 2

5 50 2

5 75 2

5 100 2

5 160 2

5 180 2

5 200 2

5 230 2

5 250 2

5 260 2

5 275 2

5 285 2

0.1 1.0 10.0 100.0

0.1 1.0 10.0 100.0

D E

P T

H , i n

CBR

D E

P T

H , m m

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CH

CL

All other soils

Hammer

0 2000 4000 6000 8000 10000 12000

D E

P T

H , i n

BEARING CAPACITY, psf

Based on approximate interrelationships of CBR and Bearing values (Design of

Project: Nashville National Cemetery Date: 1-Jun-22 Location: C-4 Soil Type(s): Low plasticity Clay with CBR<10

No. of Accumulative Type of

Blows Penetration Hammer (mm)

0 0 2

1 15 2

1 20 2

1 35 2

1 47 2

1 58 2

1 66 2

1 76 2

1 85 2

1 93 2

1 105 2

1 110 2

1 115 2

1 120 2

1 127 2

1 127 2

1 134 2

1 141 2

1 155 2

5 167 2

5 179 2

5 190 2

5 205 2

5 227 2

5 250 2

5 287 2

5 369 2

5 447 2

5 513 2

5 566 2

5 613 2

5 665 2

5 710 2

5 755 2

5 800 2

5 819 2

5 840 2

5 879 2

5 915 2

0.1 1.0 10.0 100.0

0.1 1.0 10.0 100.0

D E

P T

H , i n

CBR

D E

P T

H , m m

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CH

CL

All other soils

Hammer

0 2000 4000 6000 8000 10000 12000

D E

P T

H , i n

BEARING CAPACITY, psf

Based on approximate interrelationships of CBR and Bearing values (Design of

Project: Nashville National Cemetery Date: 1-Jun-22 Location: C-5 Soil Type(s): Low plasticity Clay with CBR<10

No. of Accumulative Type of

Blows Penetration Hammer (mm)

0 0 2

5 50 2

5 100 2

5 125 2

5 150 2

5 175 2

5 215 2

5 275 2

5 275 2

5 340 2

5 365 2

5 375 2

5 400 2

5 425 2

5 460 2

5 490 2

5 515 2

5 550 2

5 600 2

5 620 2

5 650 2

5 670 2

0.1 1.0 10.0 100.0

0.1 1.0 10.0 100.0

D E

P T

H , i n

CBR

D E

P T

H , m m

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CH

CL

All other soils

Hammer

0 1000 2000 3000 4000 5000 6000 7000 8000 9000

D E

P T

H , i n

BEARING CAPACITY, psf

Based on approximate interrelationships of CBR and Bearing values (Design of

Project: Nashville National Cemetery Date: 1-Jun-22 Location: C-6 Soil Type(s): Low plasticity Clay with CBR<10

No. of Accumulative Type of

Blows Penetration Hammer (mm)

0 0 2

1 4 2

1 10 2

1 15 2

1 21 2

1 29 2

1 33 2

1 39 2

1 44 2

1 52 2

1 58 2

1 62 2

1 69 2

1 75 2

1 83 2

1 90 2

1 100 2

1 107 2

1 118 2

1 130 2

1 145 2

1 153 2

5 169 2

5 185 2

5 201 2

5 219 2

5 233 2

5 252 2

5 280 2

5 310 2

5 400 2

5 460 2

5 535 2

5 595 2

5 665 2

5 730 2

5 795 2

5 870 2

5 930 2

0.1 1.0 10.0 100.0

0.1 1.0 10.0 100.0

D E

P T

H , i n

CBR

D E

P T

H , m m

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CH

CL

All other soils

Hammer

0 2000 4000 6000 8000 10000 12000

D E

P T

H , i n

BEARING CAPACITY, psf

Based on approximate interrelationships of CBR and Bearing values (Design of

Project: Nashville National Cemetery Date: 1-Jun-22 Location: C-7 Soil Type(s): Low plasticity Clay with CBR<10

No. of Accumulative Type of

Blows Penetration Hammer (mm)

0 0 2

5 15 2

5 30 2

1 38 2

1 44 2

1 48 2

1 57 2

5 67 2

5 80 2

5 93 2

5 110 2

5 124 2

5 135 2

5 149 2

5 163 2

5 185 2

5 225 2

5 270 2

5 310 2

5 351 2

5 401 2

5 437 2

5 493 2

5 566 2

5 636 2

5 707 2

5 770 2

5 832 2

5 890 2

5 937 2

0.1 1.0 10.0 100.0

0.1 1.0 10.0 100.0

D E

P T

H , i n

CBR

D E

P T

H , m m

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CH

CL

All other soils

Hammer

0 2000 4000 6000 8000 10000 12000

D E

P T

H , i n

BEARING CAPACITY, psf

Based on approximate interrelationships of CBR and Bearing values (Design of

Project: Nashville National Cemetery Date: 1-Jun-22 Location: C-8 Soil Type(s): Low plasticity Clay with CBR<10

No. of Accumulative Type of

Blows Penetration Hammer (mm)

0 0 2

5 35 2

5 135 2

5 220 2

5 275 2

5 335 2

5 400 2

5 460 2

5 525 2

5 590 2

5 645 2

5 695 2

5 735 2

5 770 2

5 790 2

5 812 2

5 850 2

1 875 2

1 883 2

1 888 2

1 893 2

1 900 2

1 915 2

0.1 1.0 10.0 100.0

0.1 1.0 10.0 100.0

D E

P T

H , i n

CBR

D E

P T

H , m m

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CH

CL

All other soils

Hammer

0 1000 2000 3000 4000 5000 6000 7000 8000 9000

D E

P T

H , i n

BEARING CAPACITY, psf

Based on approximate interrelationships of CBR and Bearing values (Design of

Project: Nashville National Cemetery Date: 1-Jun-22 Location: C-9 Soil Type(s): Low plasticity Clay with CBR<10

No. of Accumulative Type of

Blows Penetration Hammer (mm)

0 0 2

5 25 2

5 80 2

5 100 2

5 170 2

5 220 2

5 275 2

5 305 2

5 360 2

5 415 2

5 485 2

5 550 2

5 625 2

5 695 2

5 750 2

5 830 2

5 900 2

5 955 2

5 1000 2

5 1055 2

5 1125 2

5 1170 2

5 1225 2

0.1 1.0 10.0 100.0

0.1 1.0 10.0 100.0

D E

P T

H , i n

CBR

D E

P T

H , m m

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CH

CL

All other soils

Hammer

0 1000 2000 3000 4000 5000 6000 7000 8000 9000

D E

P T

H , i n

BEARING CAPACITY, psf

Based on approximate interrelationships of CBR and Bearing values (Design of

Project: Nashville National Cemetery Date: 1-Jun-22 Location: C-10 Soil Type(s): Low plasticity Clay with CBR<10

No. of Accumulative Type of

Blows Penetration Hammer (mm)

0 0 2

5 15 2

10 43 2

5 60 2

10 82 2

5 95 2

10 115 2

10 136 2

10 155 2

10 175 2

5 190 2

10 225 2

5 243 2

10 271 2

10 297 2

10 325 2

10 370 2

10 395 2

10 430 2

10 535 2

10 652 2

10 768 2

10 880 2

0.1 1.0 10.0 100.0

0.1 1.0 10.0 100.0

D E

P T

H , i n

CBR

D E

P T

H , m m

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CH

CL

All other soils

Hammer

0 2000 4000 6000 8000 10000 12000

D E

P T

H , i n

BEARING CAPACITY, psf

Based on approximate interrelationships of CBR and Bearing values (Design of