ACM Report-Certification - 823578.pdf

ASBESTOS CONTAINING MATERIALS

INSPECTION REPORT

Emergency Relief Program

Signing & Guardrails Hurricane Maria Efforts

State Roads PR-100 (Km 0.35 - 15.40), PR-105 (Km

2.40 - 39.62), PR-106 (Km 3.86 - 17.74), PR-108 (Km 4.74 - 21.14), PR-309 (Km 1.36 - 1.45), PR-319

(Km 0.97), PR-339 (Km 2.78 - 3.26), PR-344 (Km

0.45 - 0.50), PR-345 (Km 0.04), PR-348 (Km 4.89 -

13.13), PR-349 (Km 1.01 - 1.83), PR-351 (Km 0.56 - 3.82), PR-354 (Km 0.01 - 9.35) and PR-3344 (Km

0.93 - 1.17), Mayagüez - Hormigueros, Puerto Rico Project No.: AC-823578

Prepared for:

Puerto Rico Highway and Transportation Authority

Prepared by:

CMA Architects & Engineers LLC

August 2022

CMA 22167

Table of Contents

Table of Contents

Appendix

List of Figures

List of Tables

List of Photos

1.0 INTRODUCTION

2.0 TESTING / SAMPLING PROCEDURES

2.1 Asbestos Containing Materials

3.0 INSPECTION RESULTS FOR ASBESTOS

4.0 CONCLUSIONS

5.0 INSPECTION CERTIFICATION

Appendix

Appendix A - Asbestos Containing Materials Negative Certification

Appendix B - Certified Inspector Credentials

List of Figures

Figure Number 1 - Location Map PR-100

Figure Number 2 - Location Map PR-105

Figure Number 3 – Location Map PR-106

Figure Number 4 –Location Map PR-108

Figure Number 5 –Location Map PR-309

Figure Number 6 – Location Map PR-319

Figure Number 7 – Location Map PR-339

Figure Number 8 – Location Map PR-344

Figure Number 9– Location Map PR-345

Figure Number 10– Location Map PR-348

Figure Number 11– Location Map PR-349

Figure Number 12 – Location Map PR-351

Figure Number 13– Location Map PR-354

Figure Number 14– Location Map PR-3344

List of Tables

Table Number 1 - Inspected Guardrails Components

List of Photos

Photo Number 1 – PR-348, Line Number 138, Concrete Post

Photo Number 2 – PR-348, Line Number 138, Concrete Post

Photo Number 3 – PR-348, Line No. 138, Concrete Post

Photo Number 4 – PR-348, Line No. 138, Concrete Post

Photo Number 5 – PR-348, Line No. 140, Concrete Parapet/Barrier

Photo Number 6 – PR-348, Line No. 140, Concrete Parapet/Barrier

Photo Number 7 – PR-348, Line No. 140, Concrete Post

Photo Number 8 – PR-348, Line No. 141, Concrete Parapet/Barrier

Photo Number 9 – PR-105, Line No. 27, Concrete Barriers

Photo Number 10 – PR-105, Line No. 28, Concrete Post

Photo Number 11 – PR-105, Line No. 29/30/31, Concrete Barrier

Photo Number 12 – PR-105, Line No. 29/30/31, Concrete Post

Photo Number 13 – PR-105, Line No. 29/30/31, Concrete Post

Photo Number 14 – PR-105, Line No. 32, Concrete Post

Photo Number 15 – PR-105, Line No. 35, Concrete Post

Photo Number 16 – PR-105, Line No. 36, Concrete Post

Photo Number 17 – PR-105, Line No. 36, Concrete Posts

Photo Number 18 – PR-105, Line No. 37, Concrete Post

Photo Number 19 – PR-105, Line No. 37, Concrete Posts

Photo Number 20 – PR-105, Line No. 38, Concrete Post

Photo Number 21 – PR-105, Line No. 39, Concrete Post

Photo Number 22 – PR-105, Line No. 40, Concrete Post

Photo Number 23 – PR-105, Line No. 40, Concrete Post

Photo Number 24 – PR-105, Line No. 40, Concrete Post

Photo Number 25 – PR-105, Line No. 40, Concrete Parapet/Barrier

Photo Number 26 – PR-105, Line No. 43, Concrete Post

Photo Number 27 – PR-105, Line No. 45/46/47, Concrete Post

Photo Number 28 – PR-105, Line No. 56, Concrete Barriers

Photo Number 29 – PR-105, Line No. 57/58, Concrete Posts

Photo Number 30 – PR-105, Line No. 57/58, Concrete Posts

Photo Number 31 – PR-105, Line No. 63, Concrete Parapet/Barrier

Photo Number 32 – PR-105, Line No. 77, Concrete Post

Photo Number 33 – PR-105, Line No. 77, Concrete Post

Photo Number 34 – PR-105, Line No. 77, Concrete Post

Photo Number 35 – PR-339, Line No. 129, Concrete Post

Photo Number 36 – PR-339, Line No. 129, Concrete Posts

Photo Number 37 – PR-339, Line No. 130, Concrete Post

Photo Number 38 – PR-106, Line No. 101, Concrete Posts

Photo Number 39 – PR-106, Line No. 101, Concrete Posts

Photo Number 40 – PR-106, Line No. 93, Concrete Posts

Photo Number 41 – PR-106, Line No. 92, Concrete Posts

Photo Number 42 – PR-106, Line No. 92, Concrete Post

Photo Number 43 – PR-106, Line No. 92, Concrete Post

Photo Number 44 – PR-106, Line No. 91, Concrete Posts

Photo Number 45 – PR-106, Line No. 91, Concrete Posts

Photo Number 46 – PR-106, Line No. 91, Concrete Posts

Photo Number 47 – PR-106, Line No. 91, Concrete Post

Photo Number 48 – PR-106, Line No. 90, Concrete Post

Photo Number 49 – PR-106, Line No. 90, Concrete Post

Photo Number 50 – PR-106, Line No. 86, Concrete Barrier

Photo Number 51 – PR-106, Line No. 83, Concrete Posts

Photo Number 52 – PR-106, Line No. 83, Concrete Post

Photo Number 53 – PR-106, Line No. 82, Concrete Post

Photo Number 54 – PR-106, Line No. 82, Concrete Posts

Photo Number 55 – PR-108, Line No. 121, Concrete Post

Photo Number 56 – PR-108, Line No. 121, Concrete Posts

Photo Number 57 – PR-108, Line No. 121, Concrete Posts

Photo Number 58 – PR-108, Line No. 122, Concrete Post

Photo Number 59 – PR-108, Line No. 123, Concrete Post

Photo Number 60 – PR-108, Line No. 123, Concrete Post

Photo Number 61 – PR-108, Line No. 126, Concrete Post

Photo Number 62 – PR-108, Line No. 126, Concrete Posts

Photo Number 63 – PR-108, Line No. 126, Concrete Posts

Photo Number 64 – PR-108, Line No. 110, Concrete Post

Photo Number 65 – PR-108, Line No. 109, Concrete Parapet/Barrier

Photo Number 66 – PR-108, Line No. 108, Concrete Posts

Photo Number 67 – PR-351, Line No. 151, Concrete Posts

Photo Number 68 – PR-100, Line No. 2, Concrete Parapet/Barrier

Photo Number 69 – PR-100, Line No. 3, Concrete Parapet/Barrier

Photo Number 70 – PR-100, Line No. 4, Concrete Parapet/Barrier

Photo Number 71 – PR-100, Line No. 5, Concrete Parapet/Barrier

Photo Number 72 – PR-3344, Line No. 273, Concrete Post

Photo Number 73 – PR-3344, Line No. 273, Concrete Posts

Photo Number 74 – PR-3344, Line No. 273, Concrete Posts

Photo Number 75 – PR-3344, Line No. 272, Concrete Post

1.0 INTRODUCTION

An environmental inspection for Asbestos Containing Materials (ACM) components was conducted by Puerto Rico Department of Natural and Environmental Resources (DNER)

Certified Asbestos Inspectors. The inspection was limited to the guardrails that are proposed to replace for the AC-823578 project, at various state roads at the municipalities of

Mayagüez and Hormigueros, Puerto Rico. The inspected state roads included: PR-100, PR-

105, PR-106, PR-108, PR-309, PR-319. PR-339, PR-344, PR-345, PR-348, PR-349, PR-351, PR-354 and PR-3344. The proposed project consists of the removal and installation of highway guardrails to improve the safety of drivers traveling on the state roads mention before.

The inspection was performed on August 8 – 10, 2022, on the guardrails of the various state roads at Mayagüez and Hormigueros, Puerto Rico. At state road:

• PR-100, from Guardrail 1 at Km. 0.35 through Guardrail 17 at Km. 15.40.

• PR-105, from Guardrail 27 at Km. 2.40 through Guardrail 81 at Km. 39.62.

Except for Guardrails 34, 44, and 48 – 53.

• PR-106, from Guardrail 82 at Km. 3.86 through Guardrail 105 at Km. 17.74, including Guardrail 106, which is located at PR-352, Km. 0.06, close to the intersection with PR-106.

• PR-108, from Guardrail 108 at Km. 4.74 through Guardrail 128 at Km. 21.14.

Except for Guardrails 107, 124 and 125.

• PR.-309, from Guardrail 259 at Km. 1.36 through Guardrail 261 at Km. 1.45.

• PR-319, Guardrail 262 at Km. 0.97.

• PR-339, Guardrail 129 at Km. 3.26 and Guardrail 130 at Km. 2.78.

• PR-344, Guardrail 268 at Km. 0.45 and Guardrail 269 at Km. 0.50.

• PR-345, Guardrail 270 at Km. 0.04.

• PR-348, from Guardrail 138 at Km. 4.89 through Guardrail 142 at Km. 13.13.

Except for Guardrail 139.

• PR-349, from Guardrail 143 at Km. 1.01 through Guardrail 146 at Km. 1.83.

• PR-351, from Guardrail 147 at Km. 0.56 through Guardrail 151 at Km. 9.35.

Except for Guardrails 155 and 156.

• PR-3344, from Guardrail 271 at Km. 0.93 through Guardrail 273 at Km. 1.17.

Refer to Figures Number 1 through 14 for Location Maps of the inspected areas.

The inspection was performed based on Asbestos Hazard Emergency Response Act

(AHERA), and Asbestos NESHAP (40 CFR Part 61, Subpart M) protocols, according to the following scenario:

A. The structure was divided in functional spaces.

B. Physical and Hazard Assessment of suspected asbestos containing materials was performed.

Materials are defined as asbestos containing materials (ACM) if they contain more than 1% of asbestos. Samples are analyzed by Polarized Light Microscopy method (PLM), in accordance with EPA recommended procedures.

Asbestos was used in the construction industry from 1900 to 1989 and still being today in various products. The mere presence of asbestos containing materials does not necessarily constitute a health hazard. However, when these materials become disturbed from building renovation, maintenance, or other activities that allow asbestos fibers to be released into the environment, a potential hazard does exist.

Figure Number 1 - Location Map PR-100

Figure Number 2 - Location Map PR-105

Figure Number 3 – Location Map PR-106

Figure Number 4 – Location Map PR-108

Figure Number 5 – Location Map PR-309

Figure Number 6 – Location Map PR-319

Figure Number 7 – Location Map PR-339

Figure Number 8 – Location Map PR-344

Figure Number 9 – Location Map PR-345

Figure Number 10 – Location Map PR-348

Figure Number 11 – Location Map PR-349

Figure Number 12 – Location Map PR-351

Figure Number 13 – Location Map PR-354

Figure Number 14 – Location Map PR-3344

2.0 TESTING / SAMPLING PROCEDURES

2.1 Asbestos Containing Materials

All functional spaces were visited and visually inspected to identify the location of any suspected ACM. An assessment was made of the friability of suspected ACM by touching the material to determine if could be pulverized, crumbled, or reduced to powder by hand pressure. The EPA Asbestos NESHAP standard defines friable ACM as any material containing more than one (1) percent asbestos that, when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. Non-friable ACM is any material that contains more than one (1) percent asbestos and cannot be crumbled, pulverized, or reduced to powder by hand pressure.

An asbestos inspection is when an individual inspects a building or facility for the presence or location of asbestos-containing material (ACM) or suspected ACM. No sampling is required if the inspector suspects that the materials are ACM and treats them as

ACM. However, for a suspect material to be classified as non-ACM, a minimum number of samples must be collected and analyzed. The following summarizes the minimum number of samples for collection and analysis. A homogeneous material is a material that appears to be uniform when properties such as age, color, and texture are compared.

Thermal System Insulation includes materials such as boiler insulation, pipe insulation, duct work insulation, furnace gaskets and vermiculite.

• At least three (3) samples from each homogeneous material of TSI.

• At least one (1) sample from patched TSI that is less than six square feet.

• For pipe fittings, in a manner sufficient to determine if the material is asbestos-containing.

Surfacing material includes materials such as spray-applied fireproofing, troweled-on plasters, or ceiling textures.

• At least three samples from homogeneous materials of 1000 square feet or less.

• At least five samples from homogeneous materials of greater than 1000 square feet but less than 5000 square feet.

• At least seven samples from homogeneous materials of greater than 5000 square feet.

Miscellaneous materials include all materials that are not TSI or Surfacing Materials, such as floor tile, ceiling tile and linoleum.

• For each homogeneous material, a sufficient number of samples are required to be collected and analyzed to determine if the material is ACM.

• Samples are not required to be collected from homogeneous materials that the certified inspector has determined to be non-asbestos-containing material, such as fiberglass or rubber.

The asbestos inspector must submit samples for analysis to:

• a laboratory which is accredited by the National Institute of Science and Technology

(NIST) through the National Voluntary Laboratory Accreditation Program (NVLAP); or

• a laboratory with successful participation in the asbestos bulk analysis program of the

American Industrial Hygiene Association (AIHA)

Upon completion of functional space investigation, bulk samples were collected of all suspect materials (if any) and grouped into homogeneous sampling areas (areas which are uniform by color, texture, construction/application date and general appearance).

Inspected guardrails components are described at the following table.

Table Number 1 - Inspected Guardrails Components

Road Guardrail No. 1

Km. # Side Inspected Element Sample

Taken Photo No.

PR-348 138 4.89 Mayagüez/San Germán Concrete Post No 1 PR-348 138 4.89 Mayagüez/San Germán Concrete Post No 2 PR-348 138 4.89 Mayagüez/San Germán Concrete Post No 3 PR-348 138 4.89 Mayagüez/San Germán Concrete Post No 4 PR-348 140 8.61 San Germán/Mayagüez Parapet/Barrier No 5 PR-348 140 8.61 San Germán/Mayagüez Parapet/Barrier No 6 PR-348 140 8.61 San Germán/Mayagüez Concrete Post No 7 PR-348 141 8.63 Mayagüez/San Germán Parapet/Barrier No 8 PR-105 27 2.40 Maricao/Mayagüez Barriers No 9 PR-105 28 4.09 Mayagüez/Maricao Concrete Post No 10 PR-105 29/30/31 4.50 Mayagüez/Maricao Barrier No 11 PR-105 29/30/31 4.50 Mayagüez/Maricao Concrete Post No 12 PR-105 29/30/31 4.50 Mayagüez/Maricao Concrete Post No 13 PR-105 32 4.65 Maricao/Mayagüez Concrete Post No 14 PR-105 35 5.67 Mayagüez/Maricao Concrete Post No 15 PR-105 36 5.85 Maricao/Mayagüez Concrete Post No 16 PR-105 36 5.85 Maricao/Mayagüez Concrete Post No 17 PR-105 37 6.15 Mayagüez/Maricao Concrete Post No 18 PR-105 37 6.15 Mayagüez/Maricao Concrete Posts No 19 PR-105 38 6.88 Maricao/Mayagüez Concrete Post No 20 PR-105 39 6.93 Mayagüez/Maricao Concrete Post No 21 PR-105 40 7.52 Mayagüez/Maricao Concrete Post No 22 PR-105 40 7.52 Mayagüez/Maricao Concrete Post No 23 PR-105 40 7.52 Mayagüez/Maricao Concrete Post No 24 PR-105 40 7.52 Mayagüez/Maricao Parapet/Barrier No 25 PR-105 43 8.20 Mayagüez/Maricao Concrete Post No 26 PR-105 45/46/47 17.33 Mayagüez/Maricao Concrete Post No 27 PR-105 56 28.06 Maricao/Mayagüez Barriers No 28 PR-105 57/58 30.01 Maricao/Mayagüez Concrete Posts No 29 PR-105 57/58 30.01 Maricao/Mayagüez Concrete Posts No 30 PR-105 63 34.81 Maricao/Mayagüez Parapet/Barrier No 31 PR-105 77 38.04 Mayagüez/Maricao Concrete Post No 32 PR-105 77 38.04 Mayagüez/Maricao Concrete Post No 33 PR-105 77 38.04 Mayagüez/Maricao Concrete Post No 34 PR-339 129 3.26 Maricao/Mayagüez Concrete Post No 35 PR-339 129 3.26 Maricao/Mayagüez Concrete Post No 36 PR-339 130 2.78 Maricao/Mayagüez Concrete Post No 37 PR-106 101 14.70 Mayagüez/Las Marías Concrete Posts No 38 PR-106 101 14.70 Mayagüez/Las Marías Concrete Posts No 39 PR-106 93 13.42 Las Marías/ Mayagüez Concrete Posts No 40 PR-106 92 13.04 Mayagüez/Las Marías Concrete Posts No 41

1 Note: Inspected Guardrails Components in the order they were inspected.

Table Number 1 - Inspected Guardrails Components

Road Guardrail No. 1

Km. # Side Inspected Element Sample

Taken Photo No.

PR-106 92 13.04 Mayagüez/Las Marías Concrete Post No 42 PR-106 92 13.04 Mayagüez/Las Marías Concrete Post No 43 PR-106 91 12.87 Las Marías/ Mayagüez Concrete Posts No 44 PR-106 91 12.87 Las Marías/ Mayagüez Concrete Posts No 45 PR-106 91 12.87 Las Marías/ Mayagüez Concrete Posts No 46 PR-106 91 12.87 Las Marías/ Mayagüez Concrete Post No 47 PR-106 90 10.80 Las Marías/ Mayagüez Concrete Post No 48 PR-106 90 10.80 Las Marías/ Mayagüez Concrete Post No 49 PR-106 86 6.92 Las Marías/ Mayagüez Barrier No 50 PR-106 83 3.89 Las Marías/ Mayagüez Concrete Posts No 51 PR-106 83 3.89 Las Marías/ Mayagüez Concrete Post No 52 PR-106 82 3.86 Mayagüez/Las Marías Concrete Post No 53 PR-106 82 3.86 Mayagüez/Las Marías Concrete Post No 54 PR-108 121 15.89 Mayagüez/Añasco Concrete Post No 55 PR-108 121 15.89 Mayagüez/Añasco Concrete Post No 56 PR-108 121 15.89 Mayagüez/Añasco Concrete Post No 57 PR-108 122 15.94 Mayagüez/Añasco Concrete Post No 58 PR-108 123 16.04 Mayagüez/Añasco Concrete Post No 59 PR-108 123 16.04 Mayagüez/Añasco Concrete Post No 60 PR-108 126 20.45 Añasco/Mayagüez Concrete Post No 61 PR-108 126 20.45 Añasco/Mayagüez Concrete Post No 62 PR-108 126 20.45 Añasco/Mayagüez Concrete Post No 63 PR-108 110 7.84 Mayagüez/Añasco Concrete Post No 64 PR-108 109 6.40 Añasco/Mayagüez Parapet/Barrier No 65 PR-108 108 4.74 Mayagüez/Añasco Concrete Posts No 66 PR-351 151 3.82 PR-106/PR-108 Concrete Posts No 67 PR-100 1 .035 Mayagüez/Cabo Rojo Parapet/Barrier No 68 PR-100 3 0.62 Mayagüez/Cabo Rojo Parapet/Barrier No 69 PR-100 4 0.75 Mayagüez/Cabo Rojo Parapet/Barrier No 70 PR-100 5 1.07 Mayagüez/Cabo Rojo Parapet/Barrier No 71

PR-3344 273 1.17 To PR-345 Concrete Post No 72 PR-3344 273 1.17 To PR-345 Concrete Posts No 73 PR-3344 273 1.17 To PR-345 Concrete Posts No 74 PR-3344 272 1.08 To PR-345 Concrete Post No 75

The following photos2 show the inspected areas where surfaces that could have possible ACM suspicious materials were seen:

PR-3483:

Photo Number 1 – Line Number 138, Guardrail Concrete Post

2 NOTE: The photos are presented at the order in which the state roads were inspected.

3 NOTE: Refer to Table Number 1 for the kilometer information that corresponds to each inspected guardrail.

Photo Number 2 – Line Number 138, Guardrail Concrete Post

Photo Number 3 – Line No. 138, Guardrail Concrete Post

Photo Number 4 – Line No. 138, Guardrail Concrete Post

Photo Number 5 – Line No. 140, Concrete Parapet/Barrier

Photo Number 6 – Line No. 140, Concrete Parapet/Barrier

Photo Number 7 – Line No. 140, Guardrail Concrete Post

Photo Number 8 – Line No. 141, Concrete Parapet/Barrier

PR-105:

Photo Number 9 – Line No. 27, Concrete Barriers

Photo Number 10 – Line No. 28, Guardrail Concrete Post

Photo Number 11 – Line No. 29/30/31, Concrete Parapet and Barrier

Photo Number 12 – Line No. 29/30/31, Guardrail Concrete Post

Photo Number 13 – Line No. 29/30/31, Guardrail Concrete Post

Photo Number 14 – Line No. 32, Guardrail Concrete Post

Photo Number 15 – Line No. 35, Guardrail Concrete Post

Photo Number 16 – Line No. 36, Guardrail Concrete Post

Photo Number 17 – Line No. 36, Guardrail Concrete Posts

Photo Number 18 – Line No. 37, Guardrail Concrete Post

Photo Number 19 – Line No. 37, Guardrail Concrete Posts

Photo Number 20 – Line No. 38, Guardrail Concrete Post

Photo Number 21 – Line No. 39, Guardrail Concrete Post

Photo Number 22 – Line No. 40, Guardrail Concrete Post

Photo Number 23 – Line No. 40, Guardrail Concrete Post

Photo Number 24 – Line No. 40, Guardrail Concrete Post

Photo Number 25 – Line No. 40, Concrete Parapet/Barrier

Photo Number 26 – Line No. 43, Guardrail Concrete Post

Photo Number 27 – Line No. 45/46/47, Guardrail Concrete Post

Photo Number 28 – Line No. 56, Guardrail Concrete Barriers

Photo Number 29 – Line No. 57/58, Guardrail Concrete Posts

Photo Number 30 – Line No. 57/58, Guardrail Concrete Posts

Photo Number 31 – Line No. 63, Concrete Parapet/Barrier

Photo Number 32 – Line No. 77, Guardrail Concrete Post

Photo Number 33 – Line No. 77, Guardrail Concrete Post

Photo Number 34 – Line No. 77, Guardrail Concrete Post

PR-339:

Photo Number 35 – Line No. 129, Guardrail Concrete Post

Photo Number 36 – Line No. 129, Guardrail Concrete Posts

Photo Number 37 – Line No. 130, Guardrail Concrete Post

PR-106:

Photo Number 38 – Line No. 101, Guardrail Concrete Posts

Photo Number 39 – Line No. 101, Guardrail Concrete Posts

Photo Number 40 – Line No. 93, Guardrail Concrete Posts

Photo Number 41 – Line No. 92, Guardrail Concrete Posts

Photo Number 42 – Line No. 92, Guardrail Concrete Post

Photo Number 43 – Line No. 92, Guardrail Concrete Post

Photo Number 44 – Line No. 91, Guardrail Concrete Posts

Photo Number 45 – Line No. 91, Guardrail Concrete Posts

Photo Number 46 – Line No. 91, Guardrail Concrete Posts

Photo Number 47 – Line No. 91, Guardrail Concrete Post

Photo Number 48 – Line No. 90, Guardrail Concrete Post

Photo Number 49 – Line No. 90, Guardrail Concrete Post

Photo Number 50 – Line No. 86, Guardrail Concrete Barrier

Photo Number 51 – Line No. 83, Guardrail Concrete Posts

Photo Number 52 – Line No. 83, Guardrail Concrete Post

Photo Number 53 – Line No. 82, Guardrail Concrete Post

Photo Number 54 – Line No. 82, Guardrail Concrete Posts

PR-108:

Photo Number 55 – Line No. 121, Guardrail Concrete Post

Photo Number 56 – Line No. 121, Guardrail Concrete Posts

Photo Number 57 – Line No. 121, Guardrail Concrete Posts

Photo Number 58 – Line No. 122, Guardrail Concrete Post

Photo Number 59 – Line No. 123, Guardrail Concrete Post

Photo Number 60 – Line No. 123, Guardrail Concrete Post

Photo Number 61 – Line No. 126, Guardrail Concrete Post

Photo Number 62 – Line No. 126, Guardrail Concrete Posts

Photo Number 63 – Line No. 126, Guardrail Concrete Posts

Photo Number 64 – Line No. 110, Guardrail Concrete Post

Photo Number 65 – Line No. 109, Concrete Parapet/Barrier

Photo Number 66 – Line No. 108, Guardrail Concrete Posts

PR-351:

Photo Number 67 – Line No. 151, Guardrail Concrete Posts

PR-100:

Photo Number 68 – Line No. 2, Concrete Parapet/Barrier

Photo Number 69 – Line No. 3, Concrete Parapet/Barrier

Photo Number 70 – Line No. 4, Concrete Parapet/Barrier

Photo Number 71 – Line No. 5, Concrete Parapet/Barrier

PR-3344:

Photo Number 72 – Line No. 273, Guardrail Concrete Post

Photo Number 73 – Line No. 273, Guardrail Concrete Posts

Photo Number 74 – Line No. 273, Guardrail Concrete Posts

Photo Number 75 – Line No. 272, Guardrail Concrete Post

3.0 INSPECTION RESULTS FOR ASBESTOS

Inspected guardrails components included: post, parapets, barriers, etc. No ACM suspected elements were collected at the various state roads at the municipalities of

Mayagüez and Hormigueros, Puerto Rico, because no suspicious materials for asbestos were found. Some of the guardrails have all metal elements, where no ACM suspicious materials could be found. The guardrails inspected at the various state roads of project no. AC-823578, are asbestos free. See Appendix A for Asbestos Containing Materials Negative Certification.

4.0 CONCLUSIONS

The activities proposed at various state roads at Mayagüez and Hormigueros, can be performed in compliance with the local and federal regulations. No environmental condition related to ACM is present in the proposed project site.

The negative results in this report do not relieve the owner and/or contractor of the compliance with state and federal the occupational regulations.

5.0 INSPECTION CERTIFICATION

I, Juan Fernández Córdova, have conducted this Asbestos Containing Materials

Survey at CMA 22167, AC-823578 at various state roads at the municipalities of Mayagüez and Hormigueros, P.R. in general accordance with Puerto Rico Department of Natural and

Environmental Resources (DNER) & Federal Applicable Regulations. The inspected state roads included: PR-100, PR-105, PR-106, PR-108, PR-309, PR-319, PR-339, PR-344, PR-345, PR-

348, PR-349, PR-351, PR-354, and PR-3344.

By:

Juan Fernández Córdova

Asbestos Certified Inspector

ASB-0822-0298-SI

Appendix A Asbestos Containing Materials Negative

Negative Certification Form PGC-09

Forma PGC-009

CERTIFICACION DE NO PRESENCIA DE ASBESTO

EN ESTRUCTURAS A DEMOLERSE

(Deberá completarse en letra de molde o impresa)

PGC-____-______-_______-____

PARA USO OFICIAL

Yo, ______________________________, mayor de edad,______________, y vecino de_______________________ (Nombre) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

Teléfonos: Residencial (______) ______- ________ Oficina (______) ______- ________ Ext._________

Fax (______) ______- ________

Certifico que:

1. La estructura localizada en__________________________________________________, la cual será objeto de una demolición se encuentra libre de asbesto.

3. La información antes indicada es cierta y correcta.

4. Afirmo y reconozco las consecuencias de incluir y someter información falsa en este documento.

5. Para que así conste, firmo la presente certificación en _______________________ de Puerto Rico, (Municipio) hoy día ____ de ____________________ de _________

Firma y Sello del Profesional o

Firma del Inspector de Asbesto registrado por la JCA (Original)

Nota: Ingenieros o Arquitectos deberán someter evidencia de que se encuentra al día en el pago de sus cuotas de colegiación e Inspectores de Asbesto deberán someter evidencia de la tarjeta de registro provista por la JCA.

Dirección Física: Ave. Ponce de León 1308, Carr. Estatal 8838, Sector el Cinco, Río Piedras, PR 00926

Dirección Postal: Apartado 11488, Santurce, PR 00910-1488 Tel. (787) 767-8181 • Fax (787) 767-1962

Pedro A. Janer Typewriter Juan A. Fernández Córdova Casado Toa Alta

Pedro A. Janer Typewriter PO Box 11490 San Juan, PR 00920-1490

Pedro A. Janer Typewriter 787 466 6258 787 792 1509 2815

Pedro A. Janer Typewriter Mayaguez & Hormigueros Hurricane Maria Efforts for Signing and Guardrails AC-823578, PR-100 (Km. 0.35 to Km. 15.40), Final Plans TS-32 @ TS-41

Pedro A. Janer Typewriter Guaynabo

Pedro A. Janer Typewriter 23 agosto 2022

(Nombre) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

1. La estructura localizada en__________________________________________________, la cual será objeto de una demolición se encuentra libre de asbesto.

3. La información antes indicada es cierta y correcta.

4. Afirmo y reconozco las consecuencias de incluir y someter información falsa en este documento.

Nota: Ingenieros o Arquitectos deberán someter evidencia de que se encuentra al día en el pago de sus cuotas de colegiación e Inspectores de Asbesto deberán someter evidencia de la tarjeta de registro provista por la JCA.

Dirección Física: Ave. Ponce de León 1308, Carr. Estatal 8838, Sector el Cinco, Río Piedras, PR 00926

Tel. (787) 767-8181 • Fax (787) 767-1962

Pedro A. Janer Typewriter Juan A. Fernández Córdova Casado Toa Alta

Pedro A. Janer Typewriter PO Box 11490 San Juan, PR 00920-1490

Pedro A. Janer Typewriter 787 466 6258 787 792 1509 2815

Pedro A. Janer Typewriter Mayaguez & Hormigueros Hurricane Maria Efforts for Signing and Guardrails AC-823578, PR-105 (Km. 2.40 to Km. 17.33 & Km. 27.80 to Km. 39.62), Final Plans TS-45 @ TS-49, TS-54, TS-61 @ TS-64

Pedro A. Janer Typewriter Guaynabo

Pedro A. Janer

(Nombre) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

1. La estructura localizada en__________________________________________________, la cual será objeto de una demolición se encuentra libre de asbesto.

3. La información antes indicada es cierta y correcta.

4. Afirmo y reconozco las consecuencias de incluir y someter información falsa en este documento.

Nota: Ingenieros o Arquitectos deberán someter evidencia de que se encuentra al día en el pago de sus cuotas de colegiación e Inspectores de Asbesto deberán someter evidencia de la tarjeta de registro provista por la JCA.

Dirección Física: Ave. Ponce de León 1308, Carr. Estatal 8838, Sector el Cinco, Río Piedras, PR 00926

Tel. (787) 767-8181 • Fax (787) 767-1962

Pedro A. Janer Typewriter Juan A. Fernández Córdova Casado Toa Alta

Pedro A. Janer Typewriter PO Box 11490 San Juan, PR 00920-1490

Pedro A. Janer Typewriter 787 466 6258 787 792 1509 2815

Pedro A. Janer Typewriter Mayaguez & Hormigueros Hurricane Maria Efforts for Signing and Guardrails AC-823578, PR-106 (Km. 3.86 to Km. 17.74), Final Plans TS-73 @ TS-82

Pedro A. Janer Typewriter Guaynabo

Pedro A. Janer

(Nombre) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

1. La estructura localizada en__________________________________________________, la cual será objeto de una demolición se encuentra libre de asbesto.

3. La información antes indicada es cierta y correcta.

4. Afirmo y reconozco las consecuencias de incluir y someter información falsa en este documento.

Nota: Ingenieros o Arquitectos deberán someter evidencia de que se encuentra al día en el pago de sus cuotas de colegiación e Inspectores de Asbesto deberán someter evidencia de la tarjeta de registro provista por la JCA.

Dirección Física: Ave. Ponce de León 1308, Carr. Estatal 8838, Sector el Cinco, Río Piedras, PR 00926

Tel. (787) 767-8181 • Fax (787) 767-1962

Pedro A. Janer Typewriter Juan A. Fernández Córdova Casado Toa Alta

Pedro A. Janer Typewriter PO Box 11490 San Juan, PR 00920-1490

Pedro A. Janer Typewriter 787 466 6258 787 792 1509 2815

Pedro A. Janer Typewriter Mayaguez & Hormigueros Hurricane Maria Efforts for Signing and Guardrails AC-823578, PR-108 (Km. 4.74 to Km. 21.14), Final Plans TS-87 @ TS-94 & TS-96 @ TS-97

Pedro A. Janer Typewriter Guaynabo

Pedro A. Janer

(Nombre) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

1. La estructura localizada en__________________________________________________, la cual será objeto de una demolición se encuentra libre de asbesto.

3. La información antes indicada es cierta y correcta.

4. Afirmo y reconozco las consecuencias de incluir y someter información falsa en este documento.

Nota: Ingenieros o Arquitectos deberán someter evidencia de que se encuentra al día en el pago de sus cuotas de colegiación e Inspectores de Asbesto deberán someter evidencia de la tarjeta de registro provista por la JCA.

Dirección Física: Ave. Ponce de León 1308, Carr. Estatal 8838, Sector el Cinco, Río Piedras, PR 00926

Tel. (787) 767-8181 • Fax (787) 767-1962

Pedro A. Janer Typewriter Juan A. Fernández Córdova Casado Toa Alta

Pedro A. Janer Typewriter PO Box 11490 San Juan, PR 00920-1490

Pedro A. Janer Typewriter 787 466 6258 787 792 1509 2815

Pedro A. Janer Typewriter Mayaguez & Hormigueros Hurricane Maria Efforts for Signing and Guardrails AC-823578, PR-309 (Km. 1.36 to Km. 1.40), Final Plans TS-98

Pedro A. Janer Typewriter Guaynabo

Pedro A. Janer

(Nombre) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

1. La estructura localizada en__________________________________________________, la cual será objeto de una demolición se encuentra libre de asbesto.

3. La información antes indicada es cierta y correcta.

4. Afirmo y reconozco las consecuencias de incluir y someter información falsa en este documento.

Nota: Ingenieros o Arquitectos deberán someter evidencia de que se encuentra al día en el pago de sus cuotas de colegiación e Inspectores de Asbesto deberán someter evidencia de la tarjeta de registro provista por la JCA.

Dirección Física: Ave. Ponce de León 1308, Carr. Estatal 8838, Sector el Cinco, Río Piedras, PR 00926

Tel. (787) 767-8181 • Fax (787) 767-1962

Pedro A. Janer Typewriter Juan A. Fernández Córdova Casado Toa Alta

Pedro A. Janer Typewriter PO Box 11490 San Juan, PR 00920-1490

Pedro A. Janer Typewriter 787 466 6258 787 792 1509 2815

Pedro A. Janer Typewriter Mayaguez & Hormigueros Hurricane Maria Efforts for Signing and Guardrails AC-823578, PR-319 (Km. 0.97), Final Plans TS-100

Pedro A. Janer Typewriter Guaynabo

Pedro A. Janer

(Nombre) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

1. La estructura localizada en__________________________________________________, la cual será objeto de una demolición se encuentra libre de asbesto.

3. La información antes indicada es cierta y correcta.

4. Afirmo y reconozco las consecuencias de incluir y someter información falsa en este documento.

Nota: Ingenieros o Arquitectos deberán someter evidencia de que se encuentra al día en el pago de sus cuotas de colegiación e Inspectores de Asbesto deberán someter evidencia de la tarjeta de registro provista por la JCA.

Dirección Física: Ave. Ponce de León 1308, Carr. Estatal 8838, Sector el Cinco, Río Piedras, PR 00926

Tel. (787) 767-8181 • Fax (787) 767-1962

Pedro A. Janer Typewriter Juan A. Fernández Córdova Casado Toa Alta

Pedro A. Janer Typewriter PO Box 11490 San Juan, PR 00920-1490

Pedro A. Janer Typewriter 787 466 6258 787 792 1509 2815

Pedro A. Janer Typewriter Mayaguez & Hormigueros Hurricane Maria Efforts for Signing and Guardrails AC-823578, PR-339 (Km. 2.78 & Km. 3.26), Final Plans TS-102 @ TS-103

Pedro A. Janer Typewriter Guaynabo

Pedro A. Janer

(Nombre) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

1. La estructura localizada en__________________________________________________, la cual será objeto de una demolición se encuentra libre de asbesto.

3. La información antes indicada es cierta y correcta.

4. Afirmo y reconozco las consecuencias de incluir y someter información falsa en este documento.

Nota: Ingenieros o Arquitectos deberán someter evidencia de que se encuentra al día en el pago de sus cuotas de colegiación e Inspectores de Asbesto deberán someter evidencia de la tarjeta de registro provista por la JCA.

Dirección Física: Ave. Ponce de León 1308, Carr. Estatal 8838, Sector el Cinco, Río Piedras, PR 00926

Tel. (787) 767-8181 • Fax (787) 767-1962

Pedro A. Janer Typewriter Juan A. Fernández Córdova Casado Toa Alta

Pedro A. Janer Typewriter PO Box 11490 San Juan, PR 00920-1490

Pedro A. Janer Typewriter 787 466 6258 787 792 1509 2815

Pedro A. Janer Typewriter Mayaguez & Hormigueros Hurricane Maria Efforts for Signing and Guardrails AC-823578, PR-344 (Km. 0.45 & Km. 0.50), Final Plans TS-111

Pedro A. Janer Typewriter Guaynabo

Pedro A. Janer

(Nombre) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

1. La estructura localizada en__________________________________________________, la cual será objeto de una demolición se encuentra libre de asbesto.

3. La información antes indicada es cierta y correcta.

4. Afirmo y reconozco las consecuencias de incluir y someter información falsa en este documento.

Nota: Ingenieros o Arquitectos deberán someter evidencia de que se encuentra al día en el pago de sus cuotas de colegiación e Inspectores de Asbesto deberán someter evidencia de la tarjeta de registro provista por la JCA.

Dirección Física: Ave. Ponce de León 1308, Carr. Estatal 8838, Sector el Cinco, Río Piedras, PR 00926

Tel. (787) 767-8181 • Fax (787) 767-1962

Pedro A. Janer Typewriter Juan A. Fernández Córdova Casado Toa Alta

Pedro A. Janer Typewriter PO Box 11490 San Juan, PR 00920-1490

Pedro A. Janer Typewriter 787 466 6258 787 792 1509 2815

Pedro A. Janer Typewriter Mayaguez & Hormigueros Hurricane Maria Efforts for Signing and Guardrails AC-823578, PR-345 (Km. 0.04), Final Plans TS-116

Pedro A. Janer Typewriter Guaynabo

Pedro A. Janer

(Nombre) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

1. La estructura localizada en__________________________________________________, la cual será objeto de una demolición se encuentra libre de asbesto.

3. La información antes indicada es cierta y correcta.

4. Afirmo y reconozco las consecuencias de incluir y someter información falsa en este documento.

Nota: Ingenieros o Arquitectos deberán someter evidencia de que se encuentra al día en el pago de sus cuotas de colegiación e Inspectores de Asbesto deberán someter evidencia de la tarjeta de registro provista por la JCA.

Dirección Física: Ave. Ponce de León 1308, Carr. Estatal 8838, Sector el Cinco, Río Piedras, PR 00926

Tel. (787) 767-8181 • Fax (787) 767-1962

Pedro A. Janer Typewriter Juan A. Fernández Córdova Casado Toa Alta

Pedro A. Janer Typewriter PO Box 11490 San Juan, PR 00920-1490

Pedro A. Janer Typewriter 787 466 6258 787 792 1509 2815

Pedro A. Janer Typewriter Mayaguez & Hormigueros Hurricane Maria Efforts for Signing and Guardrails AC-823578, PR-348 (Km. 4.89, Km. 8.61 to Km. 13.13), Final Plans TS-125, TS-127 & TS-130

Pedro A. Janer Typewriter Guaynabo

Pedro A. Janer

(Nombre) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

1. La estructura localizada en__________________________________________________, la cual será objeto de una demolición se encuentra libre de asbesto.

3. La información antes indicada es cierta y correcta.

4. Afirmo y reconozco las consecuencias de incluir y someter información falsa en este documento.

Nota: Ingenieros o Arquitectos deberán someter evidencia de que se encuentra al día en el pago de sus cuotas de colegiación e Inspectores de Asbesto deberán someter evidencia de la tarjeta de registro provista por la JCA.

Dirección Física: Ave. Ponce de León 1308, Carr. Estatal 8838, Sector el Cinco, Río Piedras, PR 00926

Tel. (787) 767-8181 • Fax (787) 767-1962

Pedro A. Janer Typewriter Juan A. Fernández Córdova Casado Toa Alta

Pedro A. Janer Typewriter PO Box 11490 San Juan, PR 00920-1490

Pedro A. Janer Typewriter 787 466 6258 787 792 1509 2815

Pedro A. Janer Typewriter Mayaguez & Hormigueros Hurricane Maria Efforts for Signing and Guardrails AC-823578, PR-349 (Km. 1.01 to Km. 1.83), Final Plans TS-134

Pedro A. Janer Typewriter Guaynabo

Pedro A. Janer

(Nombre) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

1. La estructura localizada en__________________________________________________, la cual será objeto de una demolición se encuentra libre de asbesto.

3. La información antes indicada es cierta y correcta.

4. Afirmo y reconozco las consecuencias de incluir y someter información falsa en este documento.

Nota: Ingenieros o Arquitectos deberán someter evidencia de que se encuentra al día en el pago de sus cuotas de colegiación e Inspectores de Asbesto deberán someter evidencia de la tarjeta de registro provista por la JCA.

Dirección Física: Ave. Ponce de León 1308, Carr. Estatal 8838, Sector el Cinco, Río Piedras, PR 00926

Tel. (787) 767-8181 • Fax (787) 767-1962

Pedro A. Janer Typewriter Juan A. Fernández Córdova Casado Toa Alta

Pedro A. Janer Typewriter PO Box 11490 San Juan, PR 00920-1490

Pedro A. Janer Typewriter 787 466 6258 787 792 1509 2815

Pedro A. Janer Typewriter Mayaguez & Hormigueros Hurricane Maria Efforts for Signing and Guardrails AC-823578, PR-351 (Km. 0.56 to Km. 3.82), Final Plans TS-138 & TS-140

Pedro A. Janer Typewriter Guaynabo

Pedro A. Janer

(Nombre) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

1. La estructura localizada en__________________________________________________, la cual será objeto de una demolición se encuentra libre de asbesto.

3. La información antes indicada es cierta y correcta.

4. Afirmo y reconozco las consecuencias de incluir y someter información falsa en este documento.

Nota: Ingenieros o Arquitectos deberán someter evidencia de que se encuentra al día en el pago de sus cuotas de colegiación e Inspectores de Asbesto deberán someter evidencia de la tarjeta de registro provista por la JCA.

Dirección Física: Ave. Ponce de León 1308, Carr. Estatal 8838, Sector el Cinco, Río Piedras, PR 00926

Tel. (787) 767-8181 • Fax (787) 767-1962

Pedro A. Janer Typewriter Juan A. Fernández Córdova Casado Toa Alta

Pedro A. Janer Typewriter PO Box 11490 San Juan, PR 00920-1490

Pedro A. Janer Typewriter 787 466 6258 787 792 1509 2815

Pedro A. Janer Typewriter Mayaguez & Hormigueros Hurricane Maria Efforts for Signing and Guardrails AC-823578, PR-354 (Km. 0.01 to Km. 0.95 & Km. 9.35), Final Plans TS-141 & TS-146

Pedro A. Janer Typewriter Guaynabo

Pedro A. Janer

(Nombre) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

1. La estructura localizada en__________________________________________________, la cual será objeto de una demolición se encuentra libre de asbesto.

3. La información antes indicada es cierta y correcta.

4. Afirmo y reconozco las consecuencias de incluir y someter información falsa en este documento.

Nota: Ingenieros o Arquitectos deberán someter evidencia de que se encuentra al día en el pago de sus cuotas de colegiación e Inspectores de Asbesto deberán someter evidencia de la tarjeta de registro provista por la JCA.

Dirección Física: Ave. Ponce de León 1308, Carr. Estatal 8838, Sector el Cinco, Río Piedras, PR 00926

Tel. (787) 767-8181 • Fax (787) 767-1962

Pedro A. Janer Typewriter Juan A. Fernández Córdova Casado Toa Alta

Pedro A. Janer Typewriter PO Box 11490 San Juan, PR 00920-1490

Pedro A. Janer Typewriter 787 466 6258 787 792 1509 2815

Pedro A. Janer Typewriter Mayaguez & Hormigueros Hurricane Maria Efforts for Signing and Guardrails AC-823578, PR-3344 (Km. 0.93 to Km. 1.17), Final Plans TS-147

Pedro A. Janer Typewriter Guaynabo

Pedro A. Janer

Appendix B Certified Inspector Credentials