Report_Lead Based Paint Survey_PR-3.pdf

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

Forma PGC -010

GOBIERNO DE PUERTO RICO

OFICINA DEL GOBERNADOR

JUNTA DE CALIDAD AMBIENTAL

Área de Calidad de Agua

CERTIFICACION DE NO PRESENCIA DE PINTURA CON BASE DE PLOMO

EN ESTRUCTURAS A DEMOLERSE

(Deberá completarse en letra de molde o impresa)

PGC-_____________________

PARA USO OFICIAL

Yo, ______________________________, mayor de edad,______________, y vecino de_______________________ (Inspector o Evaluador de Riesgos) (Estado Civil) (Municipio)

Dirección Postal_________________________________________________________________________________ (Pueblo) (Zip Code)

Fax (______) ______- ________

Certifico que:

1. Estoy certificado por la Junta de Calidad Ambiental como ( Inspector / Evaluador de Riesgos) con Número de

Certificación ___________________________, la cual se encuentra vigente.

demolición se encuentra libre de pintura con base de plomo.

3. La información antes indicada es cierta y correcta.

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

Firma del Inspector o Evaluador de Riesgos (en original)

Nota : Deberá someter evidencia de la tarjeta o certificado provista por la JCA.

X

Elme Rivera casado Vega Baja

Vega Baja Lakes Calle 11 L31 Vega Baja 00693

939 969 1311 Teléfonos: Residencial (______) ______- ________ Oficina (______) ______- ________ Ext._______ 787 722 0220

724 5788787 hoy día ____ de ____________________ d e _________

San Juan5. Para que así conste, firmo la presente certificación en _______________________ de Puerto Rico, (Municipio)

2. La estructura localizada en________________________________ __________________, la cual será objeto de una

1389-0719-RA-007

* Esta certificacion es exclusivamente para las areas muestreadas. Ver listado de kilometros con guardrails libres de plomo.

Kilometros con Guardrails libres de plomo: De San Juan a Salinas (lado izquierdo) Km 0-8.9, 10-15, 16-17, 19-21, 23, 29-31, 33-36, 39, 41-42, 44-45, 51, 54-56, 58-59, 61-67, 69-70, 72-94, 98-100, 104-159. De San Juan a Salinas (lado derecho) Km 0-15, 16-19, 28-36, 39, 41-45, 49, 54-56, 59, 61-70, 72-88, 92-94, 96-97, 99-159.

amarin Typewritten text 27 julio 2020 amarin Typewritten text *PR3 from Km 0.0 to Km 159.15 (except 46.60-48.90) from San Juan to Salinas, Puerto Rico.

LEAD BASED PAINT SURVEY

FOR

GUARDRAILS ALONG PR3 FROM KM 0.0 IN SAN JUAN

TO KM 159.15 IN SALINAS

(EXCEPT 46.60 TO 48.90)

Prepared For:

PR Highway Authority and Transportation

April-May 2019

Prepared By:

Analytical Environmental Services International, Inc.

611 Monserrate Street 2nd Floor, Santurce, P.R. 00907

(787) 722-0220 / Fax (787) 724-5788

G en er al

V ie w o f P R

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TABLE OF CONTENTS

I. SUMMARY

1.0 INTRODUCTION

2.0 TESTING PROCEDURES

3.0 LEAD BASED PAINT TESTING METHODOLOGY

4.0 RESULTS

5.0 CONCLUSIONS

APPENDIX I - AESI Credentials

APPENDIX II - XRF Data

APPENDIX III - Selective Photos of LBP Components

ADY PADAN, PH.D

ADY PADAN, PH.D 1

I. SUMMARY

A survey for Lead Based Painted (LBP) components was conducted by Analytical Environmental Services International (AES International), Inc. for road PR-3 from Km 0.0 in San Juan to Km 159.15 in Salinas (not including Km 46.60 to 48.90). The results of the areas investigated are presented herein.

The investigation was conducted on April 22, 23, May 1, 3, 6 and 7, 2019 by Elme Rivera, an EQB/EPA certified lead risk assessor. The following components were found to be painted with LBP:

PR-3

San Juan to Salinas (Right Side) Km 0.0 to 8.9 not painted

Km 15.4 Bridge Corner (Guardrail) Metal Yellow 18 sq.ft

Km 18.8 Bridge Corner (Guardrail) Metal Yellow/Green 16 sq.ft

Km 18.9 Bridge Corner (Guardrail) Metal Yellow/Green 18 sq.ft

Km 22.7 Bridge Corner (Guardrail) Metal Yellow/Green 18 sq.ft

Km 22.8 Bridge Corner (Guardrail) Metal Yellow 14 sq.ft

Km 22.9 Bridge Corner (Guardrail) Metal Yellow 14 sq.ft

Km 24.2 Guardrail Metal Yellow

Km 24.6 Guardrail Metal Yellow

Km 24.8 Guardrail Metal Yellow 1,280 sq.ft

Km 25.0 approx.

Guardrail Metal Yellow

Km 26.2 Guardrail Metal Yellow

Km 26.4 Guardrail Metal Yellow

Km 26.8 Guardrail Metal Yellow

ADY PADAN, PH.D 2

Km 27.5 Guardrail Metal Yellow

Km 27.6 Guardrail Metal Yellow

Km 28.0 Bridge Corner (Guardrail) Metal Yellow

Km 28.1 32 sq.ft Bridge Corner (Guardrail) Metal Yellow

Km 32.4 Bridge Corner (Guardrail) Metal Yellow 16 sq.ft

Km 37.2 Bridge Corner (Guardrail) Metal Yellow 18 sq.ft

Km 38.0 to 38.1 Bridge Corner (Guardrails-2) Metal Yellow 36 sq.ft

Km 38.4 Bridge Corner (Guardrail) Metal Yellow

Km 38.6 36 sq.ft Bridge Corner (Guardrail) Metal Yellow

Km 40.4 Bridge Corner (Guardrail) Metal Yellow 20 sq.ft

Km 40.7 Bridge Corner (Guardrail) Metal Yellow

Km 40.8 38 sq.ft Bridge Corner (Guardrail) Metal Yellow

Km 43.6 Guardrail Metal Yellow 36 sq.ft

Km 50.0 to 50.2 Guardrail Metal Yellow 160 sq.ft

*some areas not painted Km 52.0

Bridge Corner (Guardrail) Metal Yellow 14 sq.ft Km 52.1

Bridge Corner (Guardrail) Metal Yellow 16 sq.ft Km 52.4

Guardrail Metal Yellow Km 52.7

Guardrail Metal Yellow 180 sq.ft Km 53.4

Bridge Corner (Guardrails-2) Metal Yellow Km 57.4

Guardrail Metal Yellow Km 57.5

ADY PADAN, PH.D 3

Km 60.6 Bridge Corner (Guardrails-2) Metal Yellow 36 sq.ft

Km 68.8 Guardrail Metal Yellow 10 sq.ft

Km 71.0 Bridge Corner (Guardrails 2) Metal Yellow 56 sq.ft

Km 95.3 Guardrail Metal Yellow 20 sq.ft

Km 96.2 Guardrail Metal Yellow 90 sq.ft

Km 96.3 Guardrail Metal Yellow 85 sq.ft

Km 97.1 Guardrail Corner Metal Yellow 16 sq.ft

Km 97.2 Guardrail Corner Metal Yellow 14 sq.ft

Km 97.7 Guardrail Metal Yellow 70 sq.ft

Km 101.6 Guardrail Metal Yellow

Km 102.4 20 sq.ft Guardrail Metal Yellow

Km 103.2 Guardrail Metal Yellow 40 sq.ft

Km 103.3 Guardrail Corner Metal Yellow 6 sq.ft

San Juan to Salinas (Left Side) Km 0.0 to 8.8 not painted

Km 15.5 Bridge Guardrail Metal Yellow 14 sq.ft

Km 15.5 Bridge Guardrail Metal Yellow 14 sq.ft

Km 20.3 to 20.5 Guardrail Metal Yellow 90 sq.ft

Km 21.3 to 21.5 Guardrail Metal Yellow 120 sq.ft

Km 21.7 to 21.8 Guardrail Metal Yellow 100 sq.ft

Km 22.1 to 22.2 Guardrail Metal Yellow 100 sq.ft

Km 22.7 Bridge Guardrail Metal Yellow 16 sq.ft

ADY PADAN, PH.D 4

Km 22.4 to 22.9 Guardrail Metal Yellow 500 sq.ft

Km 23.0 to 23.1 Guardrail Metal Yellow 60 sq.ft

Km 23.2 to 23.6 Guardrail Metal Yellow 280 sq.ft

Km 24.5 Guardrail Metal Yellow 70 sq.ft

Km 24.8 Guardrail Metal Yellow

Km 25.0 150 sq.ft Guardrail Metal Yellow

Km 25.5 Bridge Corner (Guardrails 2) Metal Yellow 28 sq.ft

Km 25.9 Bridge Corner (Guardrail) Metal Yellow 14 sq.ft

Km 26.0 Bridge Corner (Guardrail) Metal Yellow 14 sq.ft

Km 26.3 Guardrail Metal Yellow 18 sq.ft

Km 27.7 Guardrail Metal Yellow 50 sq.ft

Km 37.2 Guardrail Metal Yellow 8 sq.ft

Km 38.1 Bridge Corner (Guardrails 2) Metal Yellow 32 sq.ft

Km 38.6 Bridge Corner (Guardrail) Metal Yellow 14 sq.ft

Km 40.5 Guardrail Corner Metal Yellow 16 sq.ft

Km 40.7 Guardrail Corner Metal Yellow 14 sq.ft

Km 40.8 Guardrail Corner Metal Yellow 14 sq.ft

Km 50.0 to 50.2 Guardrail Metal Yellow

Km 50.8 Guardrail Metal Yellow

Km 50.9 Guardrail Metal Yellow

Km 51 200 sq.ft Guardrail Metal Yellow

Km 51.2 to 51.4

ADY PADAN, PH.D 5

Km 52.0 Bridge Corner (Guardrails 2) Metal Yellow 32 sq.ft

Km 52.7 Guardrail Metal Yellow

Km 53.4 Bridge Corner (Guardrail) Metal Yellow

Km 57.4 Guardrail Metal Yellow 300 sq.ft

Km 57.5 Guardrail Metal Yellow

Km 58.2 Guardrail Metal Yellow

Km 60.6 Bridge Corner (Guardrail) Metal Yellow 60 sq.ft

Km 71.8 Bridge Corner (Guardrail) Metal Yellow

Km 71.8 60 sq.ft Bridge Corner (Guardrail) Metal Yellow

Km 89.6 Guardrail Metal Yellow 52 sq.ft

Km 89.8 Guardrail Edge Metal Yellow 6 sq.ft

Km 90.6-90.8 Guardrail Metal Yellow 100 sq.ft

Km 91.2 Guardrail Metal Yellow 12 sq.ft

Km 95.1 Guardrail Metal Yellow

Km 95.3 100 sq.ft Guardrail Metal Yellow

Km 98.0 Guardrail Metal Yellow 10 sq.ft

Comments:

Km 116.1 to 125 both sides not painted Km 125 to 142 both sides not painted Km 152.1 to 159.15 both sides not painted

If remodeling/demolition activities will be conducted in the nearest future, it is mandatory to remove all LBP from the components to be affected by such activities.

ADY PADAN, PH.D 6

1.0 INTRODUCTION

AES International performed a LBP survey for road PR-3 from Km 0.0 in San Juan to Km

159.15 in Salinas (not including Km 46.60 to 48.90). The results of the areas investigated are presented herein.

The investigation was conducted on April 22, 23, May 1, 3, 6 and 7, 2019 by Elme Rivera, an EQB/EPA certified lead risk assessor. The credentials of AESI are attached in Appendix I. The survey, performed with a XRF instrument LPA-1 manufactured by RMD, was conducted using HUD protocol of 1997, revised in 2012. The results are presented herein.

2.0 TESTING PROCEDURES

The testing was performed with a LPA-1 X-ray fluorescence instrument (XRF) manufactured by RMD (serial number 1814). The instrument operates in two modes. The selected mode was the quick mode, which allows reference to the abatement level set at 1.0 mg/cm2. The results are reported at 95% confidence levels.

3.0 LEAD BASED PAINT TESTING METHODOLOGY

The hazard level of lead in paint has been determined by the department of Housing & Urban development as 1.0 mg/cm2, as measured by XRF, or AAS (Atomic Absorption Spectroscopy), or 0.5% be weight (or 5000 ppm) as measured by AAS, or Inductive Coupled Plasma (ICP). The same level was adopted by EPA regulations published in 1992, under Title X.

The only lead based paint testing protocol officially available at this time was published by HUD initially in 1990, revised in 1991 and finalized in 1995 (see above HUD reference).

A revised chapter 7 was published in 1997 and 2012. In accordance to the new protocol, almost all surfaces present in the units have to be tested. The above guidelines were used to perform lead based-paint testing for this project.

The main steps involved in a single-family inspection are:

1. Perform inventory of all testing combinations

2. Select painted area to be tested

3. Perform XRF testing (including calibration checks)

4. Collect and analyze paint chip samples, for inconclusive results.

5. Classify XRF and paint chips results

6. Review and evaluate the data

7. Report findings

ADY PADAN, PH.D 7

AES International personnel classify each XRF lead reading as positive, negative, or inconclusive. This classification is based on manufacturer XRF performance characteristic sheet (PCS), for each substrate. Samples and/or additional readings are taken from inconclusive areas. Calibration verification of the instrument was performed prior to beginning of daily task, when the instrument was turned on, and at the end of the day. The verification was conducted on a NIST standard of 1.0 mg/cm2. Acceptance criteria used was +-0.3 mg/cm2. The data for calibration verification is attached in Appendix II.

At the completion of the testing, ten (10) surfaces were retested as to assess precision of the testing. Statistical calculations performed on test-retest results suggest that the results are within the tolerance limits and therefore acceptable.

4.0 RESULTS

One hundred and seventy-six (176) XRF readings were collected. The results of the tested components are shown in Appendix II. Selective photos of LBP components are shown in Appendix III. LBP components were found and presented herein (see summary Table 1).

5.0 CONCLUSIONS

A LBP survey was conducted for road PR-3, Km 0.0 to Km 159.15 from San Juan to Salinas (not including Km 46.60 to 48.90). LBP findings were presented herein.

Some painted surfaces may contain levels of lead below 1.0 mg/cm2, which could create lead dust, or lead contaminated soil hazards if the paint is turned into dust by abrasion, scraping, or sanding. The LBP survey relates to surfaces accessible and not covered by rigid barriers. Should any hidden painted surfaces or components be present, they must be assumed as LBP.

Elme Rivera, EQB Lead Risk Assessor

Lic#: 1387-0718-RA-024

Table 1. Summary of LBP Positive Components at PR-3 from Km 0.0 San Juan to Km 159.15 Salinas, Puerto Rico (with exception of Km 46.60 to 48.90).

Road Section Components Substrate Color Quantity

PR-3

San Juan to Salinas (Right Side) Km 0.0 to 8.9 not painted

Km 15.4 Bridge Corner (Guardrail) Metal Yellow 18 sq.ft

Km 18.8 Bridge Corner (Guardrail) Metal Yellow/Green 16 sq.ft

Km 18.9 Bridge Corner (Guardrail) Metal Yellow/Green 18 sq.ft

Km 22.7 Bridge Corner (Guardrail) Metal Yellow/Green 18 sq.ft

Km 22.8 Bridge Corner (Guardrail) Metal Yellow 14 sq.ft

Km 22.9 Bridge Corner (Guardrail) Metal Yellow 14 sq.ft

Km 24.2 Guardrail Metal Yellow

Km 24.6 Guardrail Metal Yellow

Km 24.8 Guardrail Metal Yellow

Km 25.0 Guardrail Metal Yellow

Km 26.2 Guardrail Metal Yellow 1,280 sq.ft approx.

Km 26.4 Guardrail Metal Yellow

Km 26.8 Guardrail Metal Yellow

Km 27.5 Guardrail Metal Yellow

Km 27.6 Guardrail Metal Yellow

Km 28.0 Bridge Corner (Guardrail) Metal Yellow

Km 28.1 32 sq.ft Bridge Corner (Guardrail) Metal Yellow

Km 32.4 Bridge Corner (Guardrail) Metal Yellow 16 sq.ft

Km 37.2 Bridge Corner (Guardrail) Metal Yellow 18 sq.ft

Km 38.0 to 38.1 Bridge Corner (Guardrails-2) Metal Yellow 36 sq.ft

Road Section Components Substrate Color Quantity

Km 38.4 Bridge Corner (Guardrail) Metal Yellow

Km 38.6 36 sq.ft Bridge Corner (Guardrail) Metal Yellow

Km 40.4 Bridge Corner (Guardrail) Metal Yellow 20 sq.ft

Km 40.7 Bridge Corner (Guardrail) Metal Yellow

Km 40.8 38 sq.ft Bridge Corner (Guardrail) Metal Yellow

Km 43.6 Guardrail Metal Yellow 36 sq.ft

Km 50.0 to 50.2 Guardrail Metal Yellow 160 sq.ft

*some areas not painted Km 52.0

Bridge Corner (Guardrail) Metal Yellow 14 sq.ft Km 52.1

Bridge Corner (Guardrail) Metal Yellow 16 sq.ft Km 52.4

Guardrail Metal Yellow Km 52.7

Guardrail Metal Yellow 180 sq.ft Km 53.4

Bridge Corner (Guardrails-2) Metal Yellow Km 57.4

Guardrail Metal Yellow Km 57.5

Guardrail Metal Yellow Km 60.6

Bridge Corner (Guardrails-2) Metal Yellow 36 sq.ft Km 68.8

Guardrail Metal Yellow 10 sq.ft Km 71.0

Bridge Corner (Guardrails 2) Metal Yellow 56 sq.ft Km 95.3

Guardrail Metal Yellow 20 sq.ft Km 96.2

Guardrail Metal Yellow 90 sq.ft Km 96.3

Guardrail Metal Yellow 85 sq.ft Km 97.1

Guardrail Corner Metal Yellow 16 sq.ft Km 97.2

Guardrail Corner Metal Yellow 14 sq.ft

Road Section Components Substrate Color Quantity

Km 97.7 Guardrail Metal Yellow 70 sq.ft

Km 101.6 Guardrail Metal Yellow

Km 102.4 20 sq.ft Guardrail Metal Yellow

Km 103.2 Guardrail Metal Yellow 40 sq.ft

Km 103.3 Guardrail Corner Metal Yellow 6 sq.ft

San Juan to Salinas (Left Side) Km 0.0 to 8.8 not painted

Km 15.5 Bridge Guardrail Metal Yellow 14 sq.ft

Km 15.5 Bridge Guardrail Metal Yellow 14 sq.ft

Km 20.3 to 20.5 Guardrail Metal Yellow 90 sq.ft

Km 21.3 to 21.5 Guardrail Metal Yellow 120 sq.ft

Km 21.7 to 21.8 Guardrail Metal Yellow 100 sq.ft

Km 22.1 to 22.2 Guardrail Metal Yellow 100 sq.ft

Km 22.7 Bridge Guardrail Metal Yellow 16 sq.ft

Km 22.4 to 22.9 Guardrail Metal Yellow 500 sq.ft

Km 23.0 to 23.1 Guardrail Metal Yellow 60 sq.ft

Km 23.2 to 23.6 Guardrail Metal Yellow 280 sq.ft

Km 24.5 Guardrail Metal Yellow 70 sq.ft

Km 24.8 Guardrail Metal Yellow

Km 25.0 150 sq.ft Guardrail Metal Yellow

Km 25.5 Bridge Corner (Guardrails 2) Metal Yellow 28 sq.ft

Km 25.9 Bridge Corner (Guardrail) Metal Yellow 14 sq.ft

Km 26.0

Road Section Components Substrate Color Quantity

Bridge Corner (Guardrail) Metal Yellow 14 sq.ft Km 26.3

Guardrail Metal Yellow 18 sq.ft Km 27.7

Guardrail Metal Yellow 50 sq.ft Km 37.2

Guardrail Metal Yellow 8 sq.ft Km 38.1

Bridge Corner (Guardrails 2) Metal Yellow 32 sq.ft Km 38.6

Bridge Corner (Guardrail) Metal Yellow 14 sq.ft Km 40.5

Guardrail Corner Metal Yellow 16 sq.ft Km 40.7

Guardrail Corner Metal Yellow 14 sq.ft Km 40.8

Guardrail Corner Metal Yellow 14 sq.ft Km 50.0 to 50.2

Guardrail Metal Yellow Km 50.8

Guardrail Metal Yellow Km 50.9

Guardrail Metal Yellow Km 51 200 sq.ft

Guardrail Metal Yellow Km 51.2 to 51.4

Guardrail Metal Yellow Km 52.0

Bridge Corner (Guardrails 2) Metal Yellow 32 sq.ft Km 52.7

Guardrail Metal Yellow Km 53.4

Bridge Corner (Guardrail) Metal Yellow Km 57.4

Guardrail Metal Yellow 300 sq.ft Km 57.5

Guardrail Metal Yellow Km 58.2

Guardrail Metal Yellow Km 60.6

Bridge Corner (Guardrail) Metal Yellow 60 sq.ft Km 71.8

Bridge Corner (Guardrail) Metal Yellow Km 71.8 60 sq.ft

Bridge Corner (Guardrail) Metal Yellow

Road Section Components Substrate Color Quantity

Km 89.6 Guardrail Metal Yellow 52 sq.ft

Km 89.8 Guardrail Edge Metal Yellow 6 sq.ft

Km 90.6-90.8 Guardrail Metal Yellow 100 sq.ft

Km 91.2 Guardrail Metal Yellow 12 sq.ft

Km 95.1 Guardrail Metal Yellow

Km 95.3 100 sq.ft Guardrail Metal Yellow

Km 98.0 Guardrail Metal Yellow 10 sq.ft

Comments:

Km 116.1 to 125 both sides not painted Km 125 to 142 both sides not painted Km 152.1 to 159.15 both sides not painted

Appendix I

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B eh ar Y ba rr a 4/

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Pr oj ec t N am e:

PR

G ua rd ra ils fr om

K m

.0 to K m

.1

(e xc ep t 4 6.

to

8.

El m e R iv er a A dd re ss

Sa n

Ju an to S al in as , P ue rto

R ic o

R ea di ng

R oa d

Se gm en t

Su bs tr at e C ol or

C om po ne nt

L oc at io n X

R F

R ea di ng

L ab or at or y

R es ul t o r m g/ cm

2 )

L E

A D

B A

SE

D

P A

IN

T

T E

ST

IN

G D

A T

A S

H E

E T

D at e:

In sp ec to r:

X R

F Se ria l N o.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

6.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

6.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

6.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

7.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

7.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

8.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

8.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

2.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

3.

M et al Y el lo w G ua rd ra il

C or ne r

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

5.

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

5.

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

6.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

6.

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

6.

M et al Y el lo w G ua rd ra il

-0 .1

C al ib ra tio n 1.

C al ib ra tio n 1.

C al ib ra tio n 1.

A pp ro ve d by

: A dy

P ad an , P h.

D

D at e:

/2

A

LY

TI

C

A L

EN

V

IR

O

N M

EN

TA

L

SE

R V

IC

ES

IN

TE

R N

A

TI

O N

A L, IN

C

La br a

St re et

, 2 nd

. F lo or , R

. H . T od d

A ve

Sa nt ur ce , P

. R . 0

C lie nt N am e:

B eh ar Y ba rr a 4/

/1

Pr oj ec t N am e:

PR

G ua rd ra ils fr om

K m

.0 to K m

.1

(e xc ep t 4 6.

to

8.

El m e R iv er a A dd re ss

Sa n

Ju an to S al in as , P ue rto

R ic o

R ea di ng

R oa d

Se gm en t

Su bs tr at e C ol or

C om po ne nt

L oc at io n X

R F

R ea di ng

L ab or at or y

R es ul t o r m g/ cm

2 )

L E

A D

B A

SE

D

P A

IN

T

T E

ST

IN

G D

A T

A S

H E

E T

D at e:

In sp ec to r:

X R

F Se ria l N o.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

7.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

7.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

8.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

8.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

2.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

3.

M et al Y el lo w G ua rd ra il

C or ne r

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

5.

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

5.

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

6.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

6.

M et al Y el lo w G ua rd ra il

0.

C al ib ra tio n 1.

C al ib ra tio n 1.

C al ib ra tio n

0.

R E

T E

ST

IN

G

A pp ro ve d by

: A dy

P ad an , P h.

D

D at e:

/2

A

LY

TI

C

A L

EN

V

IR

O

N M

EN

TA

L

SE

R V

IC

ES

IN

TE

R N

A

TI

O N

A L, IN

C

La br a

St re et

, 2 nd

. F lo or , R

. H . T od d

A ve

Sa nt ur ce , P

. R . 0

C lie nt N am e:

B eh ar Y ba rr a 4/

/1

Pr oj ec t N am e:

PR

G ua rd ra ils fr om

K m

.0 to K m

.1

(e xc ep t 4 6.

to

8.

El m e R iv er a A dd re ss

Sa n

Ju an to S al in as , P ue rto

R ic o

R ea di ng

R oa d

Se gm en t

Su bs tr at e C ol or

C om po ne nt

L oc at io n X

R F

R ea di ng

L ab or at or y

R es ul t o r m g/ cm 2 )

C al ib ra tio n 1.

C al ib ra tio n 1.

C al ib ra tio n 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

7.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

8.

to

8.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

8.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 2.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

8.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

0.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

0.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

0.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

3.

M et al Y el lo w G ua rd ra il

2.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m to

0.

M et al

Y el lo w

G ua rd ra il 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

M et al

Y el lo w

B rid ge C or ne r ( G ua rd ra il)

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

2.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

2.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

2.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

3.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra ils

1.

L E

A D

B A

SE

D

P A

IN

T

T E

ST

IN

G D

A T

A S

H E

E T

D at e:

In sp ec to r:

X R

F Se ria l N o.

A pp ro ve d by

: A dy

P ad an , P h.

D

D at e:

/2 3/

A

LY

TI

C

A L

EN

V

IR

O

N M

EN

TA

L

SE

R V

IC

ES

IN

TE

R N

A

TI

O N

A L, IN

C

La br a

St re et

, 2 nd

. F lo or , R

. H . T od d

A ve

Sa nt ur ce , P

. R . 0

C lie nt N am e:

B eh ar Y ba rr a 4/

/1

Pr oj ec t N am e:

PR

G ua rd ra ils fr om

K m

.0 to K m

.1

(e xc ep t 4 6.

to

8.

El m e R iv er a A dd re ss

Sa n

Ju an to S al in as , P ue rto

R ic o

R ea di ng

R oa d

Se gm en t

Su bs tr at e C ol or

C om po ne nt

L oc at io n X

R F

R ea di ng

L ab or at or y

R es r m g/ cm 2 )

L E

A D

B A

SE

D

P A

IN

T

T E

ST

IN

G D

A T

A S

H E

E T

D at e:

In sp ec to r:

X R

F Se ria l N o.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

7.

M et al Y el lo w G ua rd ra il

2.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

7.

M et al Y el lo w G ua rd ra il

2.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

0.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra ils

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

2.

M et al W hi te

G ua rd ra il 0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

2.

M et al Pe ac h

G ua rd ra il 0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

2.

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

2.

M et al G ra y

G ua rd ra il -0

.1

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

2.

M et al Pe ac h

G ua rd ra il 0.

C al ib ra tio n

1.

C al ib ra tio n 1.

C al ib ra tio n

1.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

0.

to

0.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

0.

M et al Y el lo w G ua rd ra il

2.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

0.

M et al Y el lo w G ua rd ra il

2.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

1.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

1.

to

1.

M et al Y el lo w G ua rd ra il

2.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

2.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

2.

M et al Y el lo w G ua rd ra il

1.

A pp ro ve d by

: A dy

P ad an , P h.

D

D at e:

/2

A

LY

TI

C

A L

EN

V

IR

O

N M

EN

TA

L

SE

R V

IC

ES

IN

TE

R N

A

TI

O N

A L, IN

C

La br a

St re et

, 2 nd

. F lo or , R

. H . T od d

A ve

Sa nt ur ce , P

. R . 0

C lie nt N am e:

B eh ar Y ba rr a 4/

/1

Pr oj ec t N am e:

PR

G ua rd ra ils fr om

K m

.0 to K m

.1

(e xc ep t 4 6.

to

8.

El m e R iv er a A dd re ss

Sa n

Ju an to S al in as , P ue rto

R ic o

R ea di ng

R oa d

Se gm en t

Su bs tr at e C ol or

C om po ne nt

L oc at io n X

R F

R ea di ng

L ab or at or y

R es r m g/ cm 2 )

L E

A D

B A

SE

D

P A

IN

T

T E

ST

IN

G D

A T

A S

H E

E T

D at e:

In sp ec to r:

X R

F Se ria l N o.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

3.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

7.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

7.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

8.

M et al Y el lo w G ua rd ra il

2.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

0.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 2.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

2.

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

2.

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

2.

M et al G ra y

G ua rd ra il 0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

2.

M et al Pe ac h

G ua rd ra il 0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

2.

M et al Y el lo w G ua rd ra il

-0 .1

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

2.

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

2.

M et al G ra y

G ua rd ra il 0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

2.

M et al Pe ac h

G ua rd ra il 0.

C al ib ra tio n 1.

C al ib ra tio n 1.

C al ib ra tio n

1.

R E

T E

ST

IN

G

A pp ro ve d by

: A dy

P ad an , P h.

D

D at e:

/2

A

LY

TI

C

A L

EN

V

IR

O

N M

EN

TA

L

SE

R V

IC

ES

IN

TE

R N

A

TI

O N

A L, IN

C

La br a

St re et

, 2 nd

. F lo or , R

. H . T od d

A ve

Sa nt ur ce , P

. R . 0

C lie nt N am e:

B eh ar Y ba rr a 5/

1/

Pr oj ec t N am e:

PR

G ua rd ra ils fr om K m

.0 to

K m

.1

(e xc ep t 4

6.

to

8.

El m e

R iv er a

A dd re ss

Sa n Ju an to

S al in as

, P ue rto R ic o

R ea di ng

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Se gm en t

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L oc at io n X

R F

R ea di ng

L ab or at or y

R es ul t o r m g/ cm

2 )

C al ib ra tio n 1.

C al ib ra tio n 0.

C al ib ra tio n 1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

8.

M et al Y el lo w G ua rd ra il

2.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

9.

M et al Y el lo w G ua rd ra il

C or ne r

-0 .1

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

9.

M et al Y el lo w G ua rd ra il

C or ne r

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

9.

M et al Y el lo w G ua rd ra il

C or ne r

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

9.

M et al Y el lo w G ua rd ra il

C or ne r

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

9.

M et al G ra y

G ua rd ra il 0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

9.

M et al W hi te

G ua rd ra il 0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

9.

M et al Pe ac h

G ua rd ra il 0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

9.

M et al G ra y

G ua rd ra il -0

.1

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

9.

M et al W hi te

G ua rd ra il 0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

9.

M et al Pe ac h

G ua rd ra il 0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

1.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 2.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

1.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

1.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 1.

L E

A D

B A

SE

D

P A

IN

T

T E

ST

IN

G D

A T

A S

H E

E T

D at e:

In sp ec to r:

X R

F Se ria l N o.

A pp ro ve d by

: A dy

P ad an , P h.

D

D at e:

/1 /1

A

LY

TI

C

A L

EN

V

IR

O

N M

EN

TA

L

SE

R V

IC

ES

IN

TE

R N

A

TI

O N

A L, IN

C

La br a

St re et

, 2 nd

. F lo or , R

. H . T od d

A ve

Sa nt ur ce , P

. R . 0

C lie nt N am e:

B eh ar Y ba rr a 5/

1/

Pr oj ec t N am e:

PR

G ua rd ra ils fr om K m

.0 to

K m

.1

(e xc ep t 4

6.

to

8.

El m e

R iv er a

A dd re ss

Sa n Ju an to

S al in as

, P ue rto R ic o

R ea di ng

R oa d

Se gm en t

Su bs tr at e C ol or

C om po ne nt

L oc at io n X

R F

R ea di ng

L ab or at or y

R es ul t o r m g/ cm

2 )

L E

A D

B A

SE

D

P A

IN

T

T E

ST

IN

G D

A T

A S

H E

E T

D at e:

In sp ec to r:

X R

F Se ria l N o.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

5.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

5.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) -0

.1

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

5.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

5.

M et al Y el lo w B rid ge

C or ne r (

G ua rd ra

il) 0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

6.

M et al Y el lo w G ua rd ra il

-0 .1

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

6.

M et al W hi te

G ua rd ra il 0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

8.

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

7.

M et al Y el lo w G ua rd ra il

C or ne r

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

7.

M et al Y el lo w G ua rd ra il

C or ne r

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

8.

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

8.

M et al W hi te

G ua rd ra il 0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

9.

M et al Y el lo w G ua rd ra il

3.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

9.

M et al Y el lo w G ua rd ra il

Ed ge

3.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

0.

M et al W hi te

G ua rd ra il 0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

0.

to

0.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

1.

M et al Y el lo w G ua rd ra il

3.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

5.

M et al Y el lo w G ua rd ra il

1.

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Pr oj ec t N am e:

PR

G ua rd ra ils fr om K m

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8.

El m e

R iv er a

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Sa n Ju an to

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T E

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G D

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D at e:

In sp ec to r:

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PR

-3 S

J t o

Sa lin as Le ft Si de , K m

5.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

5.

M et al Y el lo w G ua rd ra il

2.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

6.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

6.

M et al Y el lo w G ua rd ra il

2.

C al ib ra tio n 1.

C al ib ra tio n 1.

C al ib ra tio n 1.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

9.

M et al Y el lo w G ua rd ra il

3.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

9.

M et al Y el lo w G ua rd ra il

Ed ge

3.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

0.

M et al W hi te

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PR

-3 S

J t o

Sa lin as Le ft Si de , K m

0.

to

0.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

1.

M et al Y el lo w G ua rd ra il

3.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

5.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

5.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

5.

M et al Y el lo w G ua rd ra il

2.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

6.

M et al Y el lo w G ua rd ra il

2.

R E

T E

ST

IN

G

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Sa n Ju an to

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D at e:

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X R

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PR

-3 S

J t o

Sa lin as R ig ht

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6.

M et al Y el lo w G ua rd ra il

2.

C al ib ra tio n 1.

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PR

G ua rd ra ils fr om K m

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El m e

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C al ib ra tio n 1.

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PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

7.

M et al Y el lo w G ua rd ra il

C or ne r

1.

PR

-3 S

J t o

Sa lin as R ig ht

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7.

M et al Y el lo w G ua rd ra il

C or ne r

1.

PR

-3 S

J t o

Sa lin as R ig ht

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7.

M et al Y el lo w G ua rd ra il

2.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

8.

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

9.

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.0

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.6

M et al Y el lo w G ua rd ra il

4.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.4

M et al Y el lo w G ua rd ra il

4.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.6

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

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M et al Y el lo w G ua rd ra il

C or ne r

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.1

M et al Y el lo w G ua rd ra il

C or ne r

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.1

M et al Y el lo w G ua rd ra il

C or ne r

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.2

M et al Y el lo w G ua rd ra il

1.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.3

M et al Y el lo w G ua rd ra il

C or ne r

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D

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PR

G ua rd ra ils fr om K m

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El m e

R iv er a

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PR

-3 S

J t o

Sa lin as R ig ht

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.5

M et al Y el lo w G ua rd ra il

C or ne r

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.6

M et al Y el lo w G ua rd ra il

C or ne r

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.7

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.8

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.2

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.4

M et al Y el lo w G ua rd ra il

-0 .1

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.5

M et al Y el lo w G ua rd ra il

C or ne r

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.4

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.7

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as R ig ht

S id e, K m

.2

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

.4

M et al Y el lo w G ua rd ra il

-0 .1

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

.6

M et al Y el lo w G ua rd ra il

-0 .1

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

.9

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

.3

M et al Y el lo w G ua rd ra il

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PR

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Sa lin as Le ft Si de , K m

.7

M et al Y el lo w G ua rd ra il

0.

PR

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Sa lin as R ig ht

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0.

C al ib ra tio n 1.

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PR

G ua rd ra ils fr om K m

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El m e

R iv er a

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D at e:

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C al ib ra tio n 1.

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PR

-3 S

J t o

Sa lin as Le ft Si de , K m

.4

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

.6

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

.9

M et al Y el lo w G ua rd ra il

0.

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

.3

M et al Y el lo w G ua rd ra il

-0 .1

PR

-3 S

J t o

Sa lin as Le ft Si de , K m

.7

M et al Y el lo w G ua rd ra il

-0 .1

PR

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J t o

Sa lin as R ig ht

S id e, K m

.1

M et al Y el lo w G ua rd ra il

0.

C al ib ra tio n 1.

C al ib ra tio n 1.

C al ib ra tio n

1.

R E

T E

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IN

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D at e:

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PR

G ua rd ra ils fr om K m

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C al ib ra tio n 1.

C al ib ra tio n 1.

C al ib ra tio n 1.

PR

-3 L uq ui llo to

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0.

M et al

Y el lo w

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PR

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0.

M lo w

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PR

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0.

M lo w

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PR

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8.

M lo w

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1.

PR

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8.

M lo w

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1.

PR

-3 L uq ui llo to

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7.

M lo w

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PR

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6.

M lo w

G ua rd ra il 0.

PR

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6.

M lo w

G ua rd ra il 0.

PR

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6.

M lo w

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PR

-3 L uq ui llo to

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6.

M lo w

B rid ge C or ne r ( G ua rd ra il)

-0 .1

PR

-3 L uq ui llo to

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6.

M lo w

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0.

PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

4.

M lo w

G ua rd ra il 0.

PR

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C an ov an as Le ft Si de K m

4.

M lo w

G ua rd ra il 0.

PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

4.

M lo w

B rid ge C or ne r ( G ua rd ra il)

0.

L E

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D

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T E

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PR

G ua rd ra ils fr om K m

.0 to

K m

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(e xc ep t 4

6.

to

8.

El m e

R iv er a

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Sa n Ju an to

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G D

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D at e:

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X R

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PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

4.

M lo w

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0.

PR

-3 L uq ui llo to

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2.

M lo w

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PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

8.

M lo w

B rid ge C or ne r ( G ua rd ra il)

0.

PR

-3 L uq ui llo to

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7.

M lo w

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0.

PR

-3 L uq ui llo to

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7.

M lo w

G ua rd ra il 3.

PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

7.

M lo w

G ua rd ra il 0.

PR

-3 L uq ui llo to

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7.

M lo w

G ua rd ra il 0.

PR

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6.

M lo w

G ua rd ra il 1.

PR

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6.

M lo w

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1.

PR

-3 L uq ui llo to

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5.

M lo w

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1.

PR

-3 L uq ui llo to

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5.

M lo w

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1.

PR

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5.

M lo w

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PR

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4.

M lo w

G ua rd ra il 1.

PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

4.

M lo w

G ua rd ra il 2.

PR

-3 L uq ui llo to

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3.

to

3.

M lo w

G ua rd ra il 2.

PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

3.

to

3.

M lo w

G ua rd ra il 1.

PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

2.

to

2.

M lo w

G ua rd ra il 3.

A pp ro ve d by

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D at e:

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L

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R V

IC

ES

IN

TE

R N

A

TI

O N

A L, IN

C

La br a

St re et

, 2 nd

. F lo or , R

. H . T od d

A ve

Sa nt ur ce , P

. R . 0

C lie nt N am e:

B eh ar Y ba rr a 5/

6/

Pr oj ec t N am e:

PR

G ua rd ra ils fr om K m

.0 to

K m

.1

(e xc ep t 4

6.

to

8.

El m e

R iv er a

A dd re ss

Sa n Ju an to

S al in as

, P ue rto R ic o

R ea di ng

R oa d

Se gm en t

Su bs tr at e C ol or

C om po ne nt

L oc at io n X

R F

R ea di ng

L ab or at or y

R es ul t o r m g/ cm

2 )

L E

A D

B A

SE

D

P A

IN

T

T E

ST

IN

G D

A T

A S

H E

E T

D at e:

In sp ec to r:

X R

F Se ria l N o.

PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

2.

M lo w

B rid ge C or ne r ( G ua rd ra il)

1.

PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

2.

to

2.

M lo w

G ua rd ra il 2.

PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

1.

to

1.

M lo w

G ua rd ra il 1.

PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

1.

to

1.

M lo w

G ua rd ra il 1.

PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

0.

to

0.

M lo w

G ua rd ra il 1.

PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

1.

to

1.

M lo w

G ua rd ra il 1.

PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

1.

to

1.

M lo w

G ua rd ra il 1.

PR

-3 L uq ui llo to

C an ov an as Le ft Si de K m

0.

to

0.

M lo w

G ua rd ra il 1.

C al ib ra tio n 1.

C al ib ra tio n 1.

C al ib ra tio n

1.

R E

T E

ST

IN

G

A pp ro ve d by

: A dy

P ad an , P h.

D

D at e:

/6

A

LY

TI

C

A L

EN

V

IR

O

N M

EN

TA

L

SE

R V

IC

ES

IN

TE

R N

A

TI

O N

A L, IN

C

La br a

St re et

, 2 nd

. F lo or , R

. H . T od d

A ve

Sa nt ur ce , P

. R . 0

L E

A D

B A

SE

D

P A

IN

T

T E

ST

IN

G D

A T

A S

H E

E T

C lie nt N am e:

B eh ar Y ba rr a D at e:

5/ 7/

Pr oj ec t N am e:

PR

G ua rd ra ils fr om

K m

.0 to K m

.1

(e xc ep t 4 6.

to

8.

In sp ec to r:

El m e

R iv er a

A dd re ss

Sa n Ju an to

S al in as

, P ue rto R ic o

X R

F Se ria l N o.

R ea di ng

R oa d

Se gm en t

Su bs tr at e C ol or

C om po ne nt

L oc at io n X

R F

R ea di ng

L ab or at or y

R es ul t o r m g/ cm

2 )

C al ib ra tio n 1.

C al ib ra tio n 1.

C al ib ra tio n 0.

PR

-3 C an ov an as to S

J Le ft Si de , K m

8.

M lo w

B rid ge C or ne r ( G ua rd ra il)

0.

PR

-3 C an ov an as to S

J Le ft Si de , K m

8.

M lo w

B rid ge C or ne r ( G ua rd ra il)

0.

PR

-3 C an ov an as to S

J Le ft Si de , K m

8.

M lo w

B rid ge C or ne r ( G ua rd ra il)

0.

PR

-3 C an ov an as to S

J Le ft Si de , K m

5.

M lo w

G ua rd ra il C or ne r 0.

PR

-3 C an ov an as to S

J Le ft Si de , K m

5.

M lo w

B rid ge C or ne r ( G ua rd ra il)

1.

PR

-3 C an ov an as to S

J Le ft Si de , K m

5.

M lo w

B rid ge C or ne r ( G ua rd ra il)

1.

PR

-3 C an ov an as to S

J Le ft Si de , K m

1.

M lo w

B rid ge C or ne r ( G ua rd ra il)

0.

PR

-3 C an ov an as to S

J Le ft Si de , K m

.8 M lo w G ua rd ra il

(2 ) C or ne r 0.

PR

-3 C an ov an as to S

J Le ft Si de , K m

.2 M lo w G ua rd ra il

C or ne r

0.

C al ib ra tio n 1.

C al ib ra tio n 1.

C al ib ra tio n 1.

PR

-3 C an ov an as to S

J Le ft Si de , K m

1.

M lo w

B rid ge C or ne r ( G ua rd ra il)

0.

R E

T E

ST

IN

G

A pp ro ve d by

: A dy

P ad an , P h.

D

D at e:

/7

A

LY

TI

C

A L

EN

V

IR

O

N M

EN

TA

L

SE

R V

IC

ES

IN

TE

R N

A

TI

O N

A L, IN

C

La br a

St re et

, 2 nd

. F lo or , R

. H . T od d

A ve

Sa nt ur ce , P

. R . 0

L E

A D

B A

SE

D

P A

IN

T

T E

ST

IN

G D

A T

A S

H E

E T

C lie nt N am e:

B eh ar Y ba rr a D at e:

5/ 7/

Pr oj ec t N am e:

PR

G ua rd ra ils fr om

K m

.0 to K m

.1

(e xc ep t 4 6.

to

8.

In sp ec to r:

El m e

R iv er a

A dd re ss

Sa n Ju an to

S al in as

, P ue rto R ic o

X R

F Se ria l N o.

R ea di ng

R oa d

Se gm en t

Su bs tr at e C ol or

C om po ne nt

L oc at io n X

R F

R ea di ng

L ab or at or y

R es ul t o r m g/ cm

2 )

PR

-3 C an ov an as to S

J Le ft Si de , K m

.8 M lo w G ua rd ra il

(2 ) C or ne r 0.

PR

-3 C an ov an as to S

J Le ft Si de , K m

.2 M lo w G ua rd ra il

C or ne r

0.

C al ib ra tio n 1.

C al ib ra tio n 1.

C al ib ra tio n

1.

A pp ro ve d by

: A dy

P ad an , P h.

D

D at e:

/7

Appendix III

Selective Photos- PR3

Typical Yellow Metal Guardrail on Bridge Corner Painted with LBP

Km 18.8-18.9, Right Side San Juan to Salinas

Typical Yellow Metal Guardrail Painted with LBP

Km 24.2 to 27.6, Right Side San Juan to Salinas

Typical Yellow Metal Guardrail Painted with LBP

Km 24.2 to 27.6, Right Side San Juan to Salinas

Typical Yellow Metal Guardrail on Bridge Corner

Km 32.4 to 28.1, Right Side

Painted with LBP, Km 28.0, Right Side

Typical Yellow Metal Guardrail on Bridge Corner, Painted with LBP on Bridge Corner Painted with LBP

Km 40.4, Right Side San Juan to Salinas

Typical Yellow Metal Guardrail on Bridge Corner Painted with LBP

Km 50.0 to 52.7, Right Side San Juan to Salinas

Typical Yellow Metal Guardrail on Bridge Corner Painted with LBP

Km 50.0 to 52.7, Left and Right Side

Painted with LBP

Km 50.0 to 52.7, Left and Right Side San Juan to Salinas

Typical Yellow Metal Guardrail on Bridge Corner Painted with LBP

Km 60.6, Left and Right Side San Juan to Salinas

Typical Yellow Metal Guardrail Painted with LBP

Km 68.8, Right Side on Bridge Corner Painted with LBP

Km 71.0, Right Side San Juan to Salinas

Typical Yellow Metal Guardrail Painted with LBP Km 89.6, Left Side San Juan to Salinas

Typical Yellow Metal Guardrail Painted with LBP

Km 95.3 to 96.3, Right Side

Painted with LBP

Km 95.3 to 96.3, Right Side San Juan to Salinas

Typical Yellow Metal Guardrail Painted with LBP

Km 96.3, Right Side San Juan to Salinas

Typical Yellow Metal Guardrail Corner Painted with LBP

Km 97.1-97.2, Right Side

Painted with LBP

Km 102.4, Right Side