Attachment 5A - Description of Supplies - Mock Order for Materials for Mile Point Repairs.pdf

DESCRIPTION OF SUPPLIES

Jacksonville, FL

Mile Point Repairs

1. DESCRIPTION OF ITEMS TO BE PROCURED:

a. General Description:

Materials to include ASTM C33 Fine Aggregate (or similar material), No. 57 Stone, No.

1 Stone, R-150 Stone. Material documentation shall be submitted prior to purchase and delivery.

b. Characteristics of these Items:

Gradation tables and parameters are provided in this document.

c. Quantities Needed:

Item No.

Description Unit Quant Details

1 ASTM C33

Fine Aggregate

TN 60 Fine aggregate meeting ASTM C33 gradation requirements for use in concrete, bedding, and fill applications. Material shall be clean, durable, and free of deleterious substances.

Similar fine aggregate or sandy material may be substituted for ASTM C33 Fine Aggregate with prior approval.

Gradation and material characterization testing must be submitted with request for substitution.

2 No. 57 Stone TN 100 Crushed coarse limestone aggregate meeting No. 57 gradation requirements, commonly used for drainage, pipe bedding, concrete aggregate, and base material.

3 No. 1 Stone TN 12,500 Large crushed coarse granite aggregate meeting No. 1 gradation requirements, typically used for stabilization, drainage, and heavy-duty foundation applications

4 R-150 Stone or R-300

TN 22,000 Durable granite quarry stone meeting ASTM D6092 R-150 gradation requirements for erosion control, slope protection, and shoreline stabilization.

d. Measurement:

The total amount of material shall be measured by the ton with certified calibrated weight scales.

e. Certified Weight Scales:

Submit certificates of calibration for any weight scale used. Certificates must be valid for duration of their use. Certifications must be approved by the Contracting Officer Representative (COR) prior to shipping any stone from any source. Maintain certified weight scale at the storage/staging to weigh armor stone at the Contracting Officer’s request.

f. Payment:

The contractor will include costs associated with or incidental to furnishing, and delivering materials to the designated shipping address. Included in the unit cost is all stone sampling and testing, stone quality control, and stone transportation/delivery. The Government will issue payment upon final inspection and acceptance by the COR at the designated shipping address to ensure stones were not damaged during delivery and meet all contract requirements. Payment will not be made for excess stone or unsuitable stone not meeting the requirements specified.

g. Acceptance:

Prior to purchase and delivery of any stone material from any quarry, obtain the Contracting Officer's final written approval of that quarry and the materials from it.

Materials delivered on-site are to be verified by the Government.

The COR reserves the right to reject materials from certain localized areas, zones, strata, or channels, when such materials do not meet specified requirements for stone as determined by the Contracting Officer. The COR also reserves the right to reject individual units of stone materials in stockpiles at the quarry, all transfer points, and at the project delivery site when such materials are determined to not meet the requirements of the project specifications or are questionable. If, during the progress of work, it is found that the stone material provided does not fully meet all the requirements of these specifications, provide other stone material that meets the requirements specified herein.

Remove stone rejected from the site of work, as not meeting the requirements of these specifications for quality, size, shape, weights, or gradation from the site at no additional cost to the Government and provide stones meeting the requirements at no additional cost to the Government.

2. DELIVERY INFORMATION:

a. Delivery Date:

The contractor shall begin deliveries August 15, 2026, and complete the delivery of all items by November 15, 2026.

The contractor will be responsible for the offload of the materials. USACE crew and equipment will be onsite to manage the stockpiles as they arrive. Close coordination will be implemented to mitigate delays.

b. Ship to address:

Buck Island DMMA

13182 Fort Caroline Rd Jacksonville, FL 32225

Coordination with POC will be needed prior to scheduling deliveries. Site visit is available upon request.

Aerial map of delivery location. Materials are to be delivered at the area shown on map as directed by the COR on site.

c. Receiving Point of Contact (POC):

Name and title: Félix J. Colon-Cardona Email address: felix.j.coloncardona@usace.army.mil

Work phone: (904) 252-1442

d. Receiving Location/Work Hours:

Work shall be accomplished during regular work hours, 8:00 AM to 5:00 PM Monday through Friday.

POC: Félix J. Colon-Cardona

3. GRADATION TABLES AND MATERIAL SPECIFICATIONS:

ASTM C-33 Fine Aggregate

U.S. Standard Sieve Name

ASTM Sieve Size (mm)

Percent (%) Finer Lower Limits

Percent (%) Finer Upper Limits

3/8" 9.5 100 100

#4 4.75 100 95

#8 2.36 100 80

#16 1.18 85 50

#30 0.6 60 25

#50 0.3 30 2

#100 0.15 10 0

#200 0.075 3 0

No. 57 Stone – Limestone Material

U.S. Standard Sieve Name

ASTM Sieve Size (mm)

Percent (%) Finer Lower Limits

Percent (%) Finer Upper Limits

1.5" 37.5 100 100

1" 25 100 95

1/2" 12.5 60 25

#4 4.75 10 0

#8 2.36 5 0

No. 1 Stone – Granite Material

U.S. Standard Sieve Name

ASTM Sieve Size (mm)

Percent (%) Finer Lower Limits

Percent (%) Finer Upper Limits

4" 100 100 100

3.5" 90 100 90

2.5" 63 60 25

1.5" 37.5 15 0

3/4" 19 5 0

R-150/R-300 Stone – Granite Material

Percent (%) Lighter by Weight Lower Limits (lbs) Upper Limits (lbs)

100 150 300

50 60 150

15 20 60

0 0 20

Material Property Requirements – Coarse Aggregate / Stone Material

a. Evaluation Testing of Stone: Complete evaluation testing by a USACE validated commercial testing laboratory unless otherwise approved by the Contracting Officer.

Test results must be no greater than 1 year old. Complete evaluation testing on each lithologic type(s) used.

Property Requirement Test Method Remarks

Absorption ≤ 5% ASTM C127 Based on SSD condition

Soundness ≤ 10% loss ASTM C88 5 cycles

LA Abrasion ≤ 35% loss ASTM C131 (or C535 for larger sizes) 500 revolutions

Specific Gravity (SSD) Limestone: ≥ 2.3

Granite: ≥ 2.5

ASTM C127

ASTM C127

Saturated Surface Dry (SSD)

Unit Weight

Limestone: ≥ 140 pcf

Granite: ≥ 165 pcf

ASTM C127

ASTM C127

Greater than or equal to required unit weight (Saturated Surface Dry)

Note: pcf = pounds per cubic foot

b. Size and Shape of Stone: Provide stones blocky in shape with sharp angular edges. The term blocky means cuboidal (roughly cubical in shape). The term angular means that the blocky stone have sharp, clean, angular to sub-angular edges at the intersections of relatively flat faces. Do not use boulders and parts of boulders with a boulder being defined as any rounded stone not having sharp, clean, angular to sub-angular edges. Set aside stone deemed unacceptable and do not use in this Contract. Do not use stones having a length to thickness ratio greater than 3:1 or those that are considered flat, elongated or flat, and elongated.