06. 4 MINUS_Attachment A_6100063836.docx

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FD-15 4-Minus to 12-Mile ATV Connector Trail
Solicitation number
6100063836
Issued by
Schuylkill County, Pennsylvania

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03/03/2025 04/12/2024 A.1

BUREAU OF ADMINISTRATIVE SERVICES

04/12/2024 A.2

BUREAU OF ADMINISTRATIVE SERVICES

ATTACHMENT A

Signed Acknowledgement of DCNR 4” MINUS Aggregate Specifications

1. The Contractor must choose the appropriate acknowledgement letter:

a. 4” MINUS Contractor Acknowledgement of 4” MINUS Specifications (A.1)

This form is used when the Contractor will be creating and
supplying the 4” MINUS.
b.4” MINUS Quarry Letter of Intent (A.2)
This form is used when the 4” MINUS will be created and supplied
by a quarry not owned by the Contractor.
2.The appropriate form must be printed, completed in its entirety, signed,
and dated.
a.Both A.1 and A.2 must be signed only by approved representatives
of the Contractor and Quarry respectively.

b. The authorized representative must include their title with their signature.

c.Representatives must be knowledgeable of 4” MINUS and be prepared
to answer all questions on the product.
3.The Contractor must then include the appropriate fully executed form
with their bid response (either A.1 or A.2.).

DO NOT attach both acknowledgements.

4. Failure to comply with this requirement could result in a non-responsive determination and subsequent disqualification for the Contractor.

CONTRACTOR ACKNOWLEDGEMENT OF 4” MINUS PRODUCT

(FORM MUST BE COMPLETED BY BIDDING CONTRACTOR)

Solicitation # 6100063836 FD15 - Susquehannock 4-Minus to 12-Mile ATV Connector Trail Approximate Tonnage – 4,999 (Tonnage is estimated and can increase or decrease based on the needs of the Department.)

By signing this acknowledgement I, _______________________________________ (Print Name), an authorized representative of ____________________________________________ (Name of Contractor), confirms that ___________________________________________ (Name of Contractor) has the ability to competently create and supply certified 4” MINUS aggregate for the Solicitation listed above that meets the following specifications.

Passive Sieve
Low Percentage
High Percentage
4 inch
100%
--
3½ inch
80%
97%
2½ inch
70%
95%
1½ inch
50%
80%
¾ inch
30%
60%

Pursuant to Section 9106 of the PA Vehicle Code, all 4" MINUS aggregate is to be derived from natural stone formations. Stone is defined as rock that has been crushed; rock is defined as consolidated mineral matter. All components of the aggregate mix are to be derived from crushed rock material that meets program specification for abrasion resistance, pH and freedom from contaminants.

pH: 6 – 12.45 as measured by EPA 9045C LA Abrasion: < 40% loss based on Los Angeles Abrasion test, AASHTO T-96 [ASTM C 131] Plasticity Index: ≤ 4 based on ASTM D4318 – Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.

Optimum Moisture: Material is to be delivered and placed at a moisture content ranging between 4% to 6%. The laboratory test required for these results is the AASHTO T255 - Total Evaporable Moisture Content of Aggregate by Drying.

_________________________________________________________________
Signature of Authorized RepresentativeDate

Division of Procurement & Supply Rachel Carson State Office Building | P.O. Box 8769 | Harrisburg, PA 17105-8769 | 717.783.4884 | F 717.787.8624 | www.dcnr.pa.gov

QUARRY ACKNOWLEDGEMENT OF 4” MINUS PRODUCT - LETTER OF INTENT

(FORM MUST BE COMPLETED BY SUPPLYING QUARRY)

Solicitation # 6100063836 FD15 - Susquehannock 4-Minus to 12-Mile ATV Connector Trail Approximate Tonnage – 4,999 (Tonnage is estimated and can increase or decrease based on the needs of the Department.)

Passive Sieve
Low Percentage
High Percentage
4 inch
100%
--
3½ inch
80%
97%
2½ inch
70%
95%
1½ inch
50%
80%
¾ inch
30%
60%

By signing this Letter of Intent I, _______________________________________ (Print Name), an authorized representative of ____________________________________________ (Name of Company), confirms that ___________________________________________ (Location or Name of Quarry) has the ability to competently create and supply to ____________________________________ (Name of Contractor) certified 4” MINUS aggregate for the Solicitation listed above that meets the following specifications.

Pursuant to Section 9106 of the PA Vehicle Code, all 4" MINUS aggregate is to be derived from natural stone formations. Stone is defined as rock that has been crushed; rock is defined as consolidated mineral matter. All components of the aggregate mix are to be derived from crushed rock material that meets program specification for abrasion resistance, pH and freedom from contaminants.

pH: 6 – 12.45 as measured by EPA 9045C

LA Abrasion: < 40% loss based on Los Angeles Abrasion test, AASHTO T-96 [ASTM C 131]

Plasticity Index: ≤ 4 based on ASTM D4318 – Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.

Optimum Moisture: Material is to be delivered and placed at a moisture content ranging between 4% to 6%. The laboratory test required for these results is the AASHTO T255 - Total Evaporable Moisture Content of Aggregate by Drying.

_________________________________________________________________
Signature of Authorized RepresentativeDate

Division of Procurement & Supply Rachel Carson State Office Building | P.O. Box 8769 | Harrisburg, PA 17105-8769 | 717.783.4884 | F 717.787.8624 | www.dcnr.pa.gov image1.png

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