Asbestos and Lead Report - AC-857579_AC-919579 (Part 1 of 3).pdf

PDF 27 MB Posted

Attached to
Landslide Repairs in Morovis, Puerto Rico
Solicitation number
693C73-24-B-000015
Issued by

About this file

This document is an Asbestos and Lead Report related to the Landslide Repairs in Morovis, Puerto Rico federal contract opportunity with Solicitation Number 693C73-24-B-000015.

The federal contract opportunity is for a project to repair landslides and washouts caused by Hurricanes Irma and Maria on PR-155 and PR-159 in the municipality of Morovis, Puerto Rico. The work includes embankment reconstruction, shotcrete wall construction, soil nail wall construction, Reinforced Soil Slope (RSS) system construction, gabion wall construction, Mechanically Stabilized Earth (MSE) retaining wall construction, drainage system installation, milling and overlay, pavement reconstruction, pavement markings, removal and replacement of guardrails, signage, maintenance of traffic (MOT), and other miscellaneous work. The project is expected to cost between $10,000,000 to $15,000,000 and will be split into multiple work schedules/contract options. The solicitation will be issued on or about July 23, 2024, and bids will be accepted from certified Small Business Concerns only. Bidders are encouraged to submit bids electronically.

View the file

Other files

File Type Posted
Results of Bid Opening - PR ER DOT PRMNT RPR(17).pdf PDF
Amendment 0004 - PR ER DOT PRMNT RPR(17).pdf PDF
Amendment 0003 - PR ER DOT PRMNT RPR(17).pdf PDF
Amendment 0002 Plans - AC-857579_HWY-258 260 261 262 263 265 - Part 4 of 4.pdf PDF
Amendment 0002 Plans - AC-857579_HWY-258 260 261 262 263 265 - Part 3 of 4.pdf PDF
Amendment 0002 - PR ER DOT PRMNT RPR(17).pdf PDF
Amendment 0002 Plans - AC-857579_HWY-258 260 261 262 263 265 - Part 1 of 4.pdf PDF
Amendment 0002 Plans - AC-857579_HWY-258 260 261 262 263 265 - Part 2 of 4.pdf PDF
Amendment 0001 Plans - AC-905579_HWY-483 - Full-Size Part 1 of 2.pdf PDF
Amendment 0001 Plans - AC-857579_HWY-258 260 261 262 263 265 - Full-Size Part 2 of 3.pdf PDF
Amendment 0001 Plans - AC-916579_HWY-286 287 - Full-Size.pdf PDF
Amendment 0001 Plans - AC-908579_HWY-257 - Full-Size.pdf PDF
Amendment 0001 Plans - AC-857579_HWY-258 260 261 262 263 265 - Full-Size Part 3 of 3.pdf PDF
Amendment 0001 Plans - AC-919579_HWY-259 - Full-Size.pdf PDF
Amendment 0001 - PR ER DOT PRMNT RPR(17).pdf PDF
Amendment 0001 Plans - AC-857579_HWY-258 260 261 262 263 265 - Full-Size Part 1 of 3.pdf PDF
Amendment 0001 Plans - AC-893579_HWY-264 - Full-Size.pdf PDF
Amendment 0001 Plans - AC-905579_HWY-483 - Full-Size Part 2 of 2.pdf PDF
Geotechnical Report - AC-857579_HWY-258 260 261 262 263 265.pdf PDF
Utility Status Report - AC-905579_HWY-483.pdf PDF
Lead Based Paint Report - AC-916579_HWY-286.pdf PDF
Geotechnical Report Addendum - AC-905579_HWY-483.pdf PDF
Lead Based Paint Report - AC-905579_HWY-483.pdf PDF
Utility Status Report - AC-857579_HWY-260 261 265.pdf PDF
Utility Status Report - AC-916579_HWY-287.pdf PDF
Plans - PR ER DOT PRMNT RPR(17) - 893579_HWY-264_plot.pdf PDF
Technical Report - AC-908579_HWY-257.pdf PDF
VETS-4212 Form.pdf PDF
Categorical Exclusion Form (NEPA) - AC-857579_HWY-258 260 261 262 263 265 (Part 1 of 2).pdf PDF
Technical Report - AC-893579_HWY-264.pdf PDF
Geotechnical Report Addendum - Letter AC-857579_HWY-260.pdf PDF
Geotechnical Report Addendum - Letter AC-857579_HWY-262.pdf PDF
Plans - PR ER DOT PRMNT RPR(17) - AC-905579_HWY-483_plot.pdf PDF
Categorical Exclusion Form (NEPA) - AC-916579_HWY-286 287.pdf PDF
Geotechnical Report Addendum - Letter AC-857579_HWY-261.pdf PDF
Categorical Exclusion Form (NEPA) - APPENDIX B_PLANS_SITE-264.pdf PDF
Lead Based Paint Report - AC-916579_HWY-287.pdf PDF
Utility Status Report - AC-908579_HWY-257.pdf PDF
Asbestos and Lead Report - AC-857579_AC-919579 (Part 3 of 3).pdf PDF
Geotechnical Report - AC-919579_HWY-259.pdf PDF
Asbestos Report - AC-908579_HWY-257.pdf PDF
PRHTAs Material Testing Schedule.PDF PDF
Utility Status Report - AC-857579_HWY-260.pdf PDF
Categorical Exclusion Form (NEPA) - AC-919579_HWY-259 (Part 2 of 2).pdf PDF
Plans - PR ER DOT PRMNT RPR(17) - 916579_HWY-286 287_plot.pdf PDF
Technical Report - AC-919579_HWY-259.pdf PDF
Carlos E. Ocasio_LBP_Exp-08.26.24.pdf PDF
Utility Status Report - AC-919579_HWY-259_PRASA.pdf PDF
Geotechnical Report Addendum - Letter 1_AC-893579_HWY-264.pdf PDF
PRHTAs Standard Drawings.pdf PDF
Show 40 more

Latest 50 of 101 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

BestEnvironmentalConsultants@gmail.com Tel. 787.217.6659, 787.213.1199, 787.329.9690

Environmental Survey Limited for Asbestos Containing Materials

Project:

Road PR 155, Km 37, Km 38.35, Km 39.10, Km 40.30, Km 43.0, Km 43.25, Km 56.70, Morovis Puerto Rico

Prepared by:

Best Environmental Consultants, Inc.

Lead-Asbestos-Mold Consultants PO Box 560180 Guayanilla, PR 00656-0180

Prepared for:

Unipro Architects-Engineers Amelia Industrial Park 4 Amelia Street Guaynabo PR 00968

November 15, 2018

Niton XLp 300, 9/24/2004, ed. 1

Performance Characteristic Sheet

EFFECTIVE DATE: September 24, 2004 EDITION NO.: 1

MANUFACTURER AND MODEL:

Make: Niton LLC Tested Model: XLp 300 Source: 109Cd

Note: This PCS is also applicable to the equivalent model variations indicated below, for the Lead-in-Paint K+L variable reading time mode, in the XLi and XLp series:

XLi 300A, XLi 301A, XLi 302A and XLi 303A.

XLp 300A, XLp 301A, XLp 302A and XLp 303A.

XLi 700A, XLi 701A, XLi 702A and XLi 703A.

XLp 700A, XLp 701A, XLp 702A, and XLp 703A.

Note: The XLi and XLp versions refer to the shape of the handle part of the instrument. The differences in the model numbers reflect other modes available, in addition to Lead-in- Paint modes. The manufacturer states that specifications for these instruments are identical for the source, detector, and detector electronics relative to the Lead-in-Paint mode.

FIELD OPERATION GUIDANCE

OPERATING PARAMETERS:

Lead-in-Paint K+L variable reading time mode.

XRF CALIBRATION CHECK LIMITS:

0.8 to 1.2 mg/cm2 (inclusive)

The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film).

If readings are outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instruments into control before XRF testing proceeds.

SUBSTRATE CORRECTION:

For XRF results using Lead-in-Paint K+L variable reading time mode, substrate correction is not needed for:

Brick, Concrete, Drywall, Metal, Plaster, and Wood

INCONCLUSIVE RANGE OR THRESHOLD:

K+L MODE

READING DESCRIPTION

SUBSTRATE THRESHOLD

(mg/cm2)

Results not corrected for substrate bias on any substrate

Brick Concrete Drywall Metal

Plaster Wood

1.0 1.0 1.0 1.0 1.0 1.0

BACKGROUND INFORMATION

EVALUATION DATA SOURCE AND DATE:

This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated from the EPA/HUD evaluation using archived building components. Testing was conducted in August 2004 on 133 testing combinations. The instruments that were used to perform the testing had new sources; one instrument’s was installed in November 2003 with 40 mCi initial strength, and the other’s was installed June 2004 with 40 mCi initial strength.

OPERATING PARAMETERS:

Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines.

SUBSTRATE CORRECTION VALUE COMPUTATION:

Substrate correction is not needed for brick, concrete, drywall, metal, plaster or wood when using Lead-in- Paint K+L variable reading time mode, the normal operating mode for these instruments. If substrate correction is desired, refer to Chapter 7 of the HUD Guidelines for guidance on correcting XRF results for substrate bias.

EVALUATING THE QUALITY OF XRF TESTING:

Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Use the K+L variable time mode readings.

Conduct XRF retesting at the ten testing combinations selected for retesting.

Determine if the XRF testing in the units or house passed or failed the test by applying the steps below.

Compute the Retest Tolerance Limit by the following steps:

Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family housing a result is defined as the average of three readings. In multifamily housing, a result is a single reading.

Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units.

Calculate the average of the original XRF result and retest XRF result for each testing combination.

Square the average for each testing combination.

Add the ten squared averages together. Call this quantity C.

Multiply the number C by 0.0072. Call this quantity D.

Add the number 0.032 to D. Call this quantity E.

Take the square root of E. Call this quantity F.

Multiply F by 1.645. The result is the Retest Tolerance Limit.

Compute the average of all ten original XRF results.

Compute the average of all ten re-test XRF results.

Find the absolute difference of the two averages.

If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time, then the inspection should be considered deficient.

Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested.

TESTING TIMES:

For the Lead-in-Paint K+L variable reading time mode, the instrument continues to read until it is moved away from the testing surface, terminated by the user, or the instrument software indicates the reading is complete. The following table provides testing time information for this testing mode. The times have been adjusted for source decay, normalized to the initial source strengths as noted above. Source strength and type of substrate will affect actual testing times. At the time of testing, the instruments had source strengths of 26.6 and 36.6 mCi.

Testing Times Using K+L Reading Mode (Seconds)

All Data Median for laboratory-measured lead levels (mg/cm2)

Substrate 25th

Percentile Median 75th

Percentile Pb < 0.25 0.25 < Pb<1.0 1.0 < Pb

Wood Drywall

4 11 19 11 15 11

Metal 4 12 18 9 12 14

Brick Concrete Plaster

8 16 22 15 18 16

CLASSIFICATION RESULTS:

XRF results are classified as positive if they are greater than or equal to the threshold, and negative if they are less than the threshold.

DOCUMENTATION:

A document titled Methodology for XRF Performance Characteristic Sheets provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. For a copy of this document call the National Lead Information Center Clearinghouse at 1-800-424-LEAD.

This XRF Performance Characteristic Sheet was developed by the Midwest Research Institute (MRI) and QuanTech, Inc., under a contract between MRI and the XRF manufacturer. HUD has determined that the information provided here is acceptable when used as guidance in conjunction with Chapter 7, Lead-Based Paint Inspection, of HUD’s Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing.

File details come from the government source that posted it. Updated .