A02_Specifications.pdf

SPECIFICATION TO FURNISH AND DELIVER

LIMESTONE

SCOPE

The Contractor shall provide all plant, labor, equipment, materials, and supplies to furnish and deliver limestone to various locations within the Vicksburg District within the states of Arkansas, Mississippi, and Louisiana. When delivering levee surfacing material the contractor shall deliver to the levees and tail gate spread or belly dump spread the material so it can be graded by either box blades behind tractors or road graders.

The government reserves the right to decrease or increase the final quantities depending on unit prices and available funding.

The material shall meet the contract gradation requirements for limestone. The contractor shall provide a certified gradation sheet for the material delivered to each location. The material shall not include excess or free water.

All stone shall be durable material as approved by the Government representative.

Stone shall be of a suitable quality to ensure permanence in the structure and in the climate in which it is to be used. It shall be free from cracks, seams and other defects that would tend unduly to increase its deterioration from natural causes. The stone shall be clean and reasonably free from earth and dust and shall contain no refuse.

REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM C 127 (2007) Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate

ASTM D 3740 (2008) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

COE CRD-C 144 (1992) Standard Test Method for Resistance of Rock to Freezing and Thawing

COE CRD-C 148 (1969) Method of Testing Stone for Expansive

Breakdown on Soaking in Ethylene Glycol

COE CRD-C 169 (1997) Standard Test Method for Resistance of Rock to Wetting and Drying

Stone shall be furnished from any of the sources listed in these specifications.

LIST OF SOURCES

On the basis of information and data available to the Contracting Officer, stone meeting the quality requirements of these specifications has been produced from the sources listed in these specifications.

SELECTION OF SOURCE

The Contractor shall designate in writing only one source or one combination of sources from which he proposes to furnish stone to each delivery location.

ACCEPTANCE OF MATERIALS

Acceptance of a source of stone is not to be construed as acceptance of all material from that source. The right is reserved to reject materials from certain localized areas, zones, strata, or channels, when such materials are unsuitable for stone as determined by the Government representative. Materials produced from a listed source are required to meet all the requirements herein.

SUBMITTALS

A Contracting Officer’s Representative may be appointed as deemed necessary by the Contracting Officer.

Government approval is required for all submittals. The following shall be submitted: SD-06 Test Reports

GRADATION TEST

The gradation tests shall be submitted using the GRADATION TEST DATA SHEET enclosed at end of this section.

MATERIALS-LIMESTONE

STONE QUALITY

The following quality requirements apply to the stone to be supplied under the terms of this contract:

a) Hardness and Durability

All stone shall be of sufficient hardness and durability to not disintegrate under the elements or be easily broken in handling.

b) Cleanliness

All stone shall be clean and free of dirt or other foreign material.

c) Angularity All stone shall have sharp edges as produced by normal quarrying operations.

d) Density

All stone shall have a minimum density of 155 pounds per cubic foot as determined in accordance with the procedure CRD-C-107-60, "Method for Specific Gravity, Absorption and Unit Weight of Coarse Aggregate, and Riprap."

e) Absorption

All stone shall have absorption less than 2 percent. The method of test for absorption shall be ASTM C 127 –Standard Test Method for

Density,Relative Density (Specific Gravity) and Absorption of Coarse Aggregate.

f) Soundness

The soundness loss of course aggregate shall not exceed 15 percent when subjected to 5 cycles of the magnesium sulfate soundness test in accordance with ASTM C 88 – Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate or AASHTO T 104.

g) Gradation

The stone shall be graded as specified below.

CR 610 LIMESTONE TABLE

Sieve Designation Percent by Weight Passing Square Sieve (AASHTO T27 Testing Method)

1 ½” 100 1” 90-100 ¾” 70-100 ½” 62-90 3/8” 50-80 #4 40-65 #40 12-26 #200 5-12

MATERIAL QUALITY TESTING

This Contract may require the following:

Prior to the delivery of the material, the Contractor shall submit, to the government representative for his approval, an analysis, from a State Highway Department approved independent laboratory, of the proposed material to be supplied.

The Contractor shall supply the original and three copies of all test results to the government representative prior to the delivery of any material. The results of the analysis shall be approved by the Government representative prior to the delivery of any material.

At any time during the period of this contract, the Government representative may require the Contractor to perform, at his/her own expense, quality testing of the materials furnished or proposed to be furnished with samples to be taken either at the delivery point or at the pit (as deemed necessary by the Government representative).

This quality testing will include that for gradation, sieve analyses, liquid limits and plasticity index. All samples will be taken by the Contractor in the presence of a Government representative. The number and frequency of these samplings and tests will be determined by the Government representative.

Also, the laboratory facilities used for such testing shall be subject to inspection and/or approval by the Government representative and the Government reserves the right to be present during the performance of directed testing. From the date of receipt of notification of any requirement for such testing, the Contractor shall accomplish the testing within five (5) working days and provide the original and three (3) copies of all test results to the Government representative within seven (7) working days.

DELIVERY

The contractor will not be allowed to deliver material until the local sponsor has determined the delivery location is suitable. The contractor may be limited to one-way traffic on levees during truck loading and unloading operations. Close coordination, careful pre-planning, and continuous communication between the contractor and the local sponsor must be maintained. The contractor may work 12 hours per day, 7 days per week, and on weekends to deliver the stone provided the local sponsor is able to support the contractor’s delivery schedule. The contractor may not deliver material when the local sponsor is unavailable to accept delivery. The contractor shall implement measures to promote safe working conditions; the contractor shall adhere to EM385-1-1 Corps Safety Manual, and traffic control plan requirements.

The contractor shall deliver between 1,000 and 2,000 tons of stone per day. The contractor shall meet with the COR and local sponsor to discuss schedules and details of delivery a minimum of 2 weeks prior to beginning delivery.

DELIVERY/HAULING VEHICLE IDENTIFICATION

To facilitate identification and logging of delivery vehicles, the Contractor shall insure that each vehicle to be used in executing deliveries has an individual identification number or license plate number; or, where trailers are to be used, individual identification numbers or license plate numbers for each trailer. If license plate numbers are used, the Contractor shall keep all license plates clean and otherwise legible. Vehicles with dirty or illegible license plates or identification numbers will not be allowed to dump until these plates or ID numbers are made legible by the Contractor. All ID numbers shall be on the sides of the delivery vehicles.

Any other vehicle or trailer identification system used by the Contractor shall provide for uniform, plainly visible, and permanent numbering affixed to the vehicle or trailer. Such numbering shall make each vehicle and trailer individual with respect to delivery activities under this contract, i.e., each truck or trailer shall have its own number.

DELIVERY TICKETS

The Contractor shall provide serialized delivery tickets with each load delivered.

These tickets shall be in duplicate and contain a carbon sheet or an equivalent method of transferring notations thereon from one ticket to its copy. At a minimum, the following information shall be shown on each ticket:

Contractor's Name

Delivery Vehicle ID Number

Ticket Serial Number

Date of Delivery

Contract Number

Location of Delivery

Quantity Loaded on Truck

In addition to this information, the ticket shall have sufficient space for the Government inspector to indicate thereon the amount measured as delivered, the time of delivery, and his/her signature. Subsequent to delivery and measurement, the Contractor shall provide the delivery ticket to the Government inspector for this notation and signature, whereupon the inspector will keep the original and give the copy back to the Contractor. The Government inspector will not sign a delivery ticket where the material does not meet the requirements of this purchase order or under circumstances where other conditions of this purchase order were violated. Also, signatures on a delivery ticket by anyone other than the authorized Government inspector will not be accepted for payment purposes.

UNSATISFACTORY MATERIAL

Any material furnished to a delivery point that is found not to be in compliance with these specifications shall be promptly removed by the Contractor at his/her own expense. The fact that material may have been dumped before it was found unsatisfactory shall have no bearing on the Contractor's responsibility for removal under these circumstances.

DELIVERY TIMES/LOCATIONS/POCs

Delivery locations are within the Vicksburg District boundaries located in the States of Arkansas, Louisiana, and Mississippi. Delineation of the specific delivery times and points of contact will be specified during the pre-delivery meeting to be held two weeks prior to delivery.

MEASUREMENT

Measurement of materials for payment shall be in tons by industry standards to include either barge measurement or certified scale/weight measurement. The method of measurement for payment of materials, barge measurement versus scale weight measurement shall be established and discussed with the COR 2 weeks prior to beginning delivery at each location. If the materials are unloaded from barges at a port (Greenville, Vicksburg, Natchez, St. Joseph, etc) a certified scale system shall be used to weigh each truck load of material and account for each truck load of stone hauled to the delivery site. If barges are offloaded near the delivery site location, not at a port, then barge measurement may be used provided an accounting system is used that will account for each truck load of material loaded at the barge site and unloaded at the delivery site/levee. For example, an accounting system shall include a paper ticket for every truck load of material loaded at the barge site with a paper copy provided to the government representative at the delivery site, verifying delivery. All barge measurements shall be made by the contractor in the presence of a government representative. Any free or excess water in the barges shall be pumped out before the initial barge measurements. The Initial barge measurements shall be made before moving any material from the barges. Material that is loaded out, hauled to the delivery location, and found to contain excessive moisture, or, free water will be rejected.

SAFETY

The Contractor shall strictly comply with the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1, this manual, and all subsequent revisions of the manual, as it applies to the activities under this contract. This manual is available on the Internet at: www.usace.army.mil/inet/usace-docs. In addition to EM 385-1-1, the Contractor is Subject to the provisions of the Safety and Health Regulations for Construction and Occupational Safety Standards, which are published by the Department of Labor under authority of Public Laws 91-54 and 91-596. The Contractor shall maintain all applicable provisions of these regulations as they relate to the activities under this contract. The Contractor shall also routinely discuss applicable provisions of EM 385-1-1, Job Hazard Analyses, and OSHA standards with employees during contract performance.

SECURITY REQUIREMENTS

The following security measures may be required in the event the contractor must access an Army controlled installation, facility or area. For example, an Army controlled installation means the Vicksburg District Headquarters, the Harbor facility, or other areas controlled by security personnel or electronic security systems. Areas such as levees do not fall under this requirement.

a) All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks or background investigation and to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

b) All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas." Levees are not security restricted areas.

c) The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award. *When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

VETERAN EMPLOYMENT

Veterans Employment Emphasis for U.S. Army Corps of Engineers Contracts

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS 222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/ Department of Veterans Affairs–VOW to Hire Heros Act http://benefits.va.gov/vow/ Army Wounded Warrior Program – http://wtc.army.mil/modules/employers/index.html U.S. Chamber of Commerce Foundation–Hiring Our Heros http://www.hiringourheroes.org/ Guide to Hiring Veterans – Reference Material http://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_- _guide_to_hiring_veterans_0.pdf http://www.fedshirevets.gov/index.aspx http://www.dol.gov/vets/ http://benefits.va.gov/vow/ http://wtc.army.mil/modules/employers/index.html http://www.hiringourheroes.org/ http://www.whitehouse.gov/sites/default/files/docs/white_house_business_council_-

CATEGORY I – ACCEPTABLE SOURCES

April 2015

MVD/MVK Master List Stone Protection Sources

On the basis of information and data available, stone meeting the quality requirements in paragraph EVALUATION TESTING OF STONE of UFGS Section 35 31 19, STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR STRUCTURES, has been produced from the sources listed. Acceptance of a source of stone is not to be construed as acceptance of all material from that source. The right is reserved to reject materials from certain localized areas, zones, strata, or channels, when such materials are unsuitable for stone as determined by the Contracting Officer. The Contracting Officer also reserves the right to reject individual units of produced specified materials in stockpiles at the quarry, all transfer points, and at the project construction site when such materials are determined to be unsuitable.

Lat/Long (Tested)

Quarry Location, Address and Telephone Number

Main Office Address

ALABAMA

34º 33’ 29.89”N 86º 34’ 31.37”W

NEW SOURCE

Added Mar 2014

Lacey Spring Quarry – From Lacey Spring AL, go 1.7 miles north of intersection of US Hwy 231/AL Hwy 53 with AL Hwy 36 and turn right onto the southern end of 149 Parks Chapel Rd and go to quarry entrance on right.

Lacey Spring Quarry 149 Parks Chapel Rd.

Lacey Spring, AL 35754

Rogers Group Inc.

Corporate Headquarters 421 Great Circle Rd.

Nashville, TN 37228 615.242.0585

Rogers Group Inc.

Administrative Office 520 Three Mile Lane Tuscumbia, AL 35674 256.383.1645

POC: Mr. Michael Wilkes - Quarry Manager

34º 39’ 51.82”N 87º 37’ 31.33”W

Added Mar

Tuscumbia Quarry – from the intersection of US Hwys 72 and 43, in Tuscumbia, take US Hwy72/AL Hwy 20 east approximately 2 miles and then turn south on to Three Mile Road (County Rd 57) and go 2.3 miles to Quarry entrance on left.

LEDGES 1,2 AND 3*

*Ledge 3 – Randomly oriented fractures are present in the material. Failure can occur along existing fractures under F&T.

Tuscumbia Quarry 520 Three Mile Lane Tuscumbia, AL 35674

Roger Group Inc.

Corporate Headquarters 421 Great Circle Rd.

Nashville, TN 37228 615.242.0585

Roger Group Inc.

Administrative Office 520 Three Mile Lane Tuscumbia, AL 35674 256.383.1645

POC: Mr. Michael Wilkes - Quarry Manager

34º 26.0’N 88º 03.2’ W

Added August

Red Bay Quarry – From Red Bay, AL take AL Hwy 24 and go east approx. 6 miles to Country Rd. 25 (near mile marker 6) approx. 0.8mile east of intersection of AL Hwy 24 and 27. Turn south onto County Rd 25 and go approx. 1 mile and bear right onto Cooney Rd. to quarry entrance on right.

250 Cooney Road Red Bay, Alabama (256)-356-4030

Limestone Red Bay, Inc.

P.O. Box 8057 2601 Celda Drive POC: John Wroten (662)327-9224

33º 08’ 51.648”N 85º 34’ 15.383”W

Added May

Wadley Crushed Stone Quarry – go to north of Alabama 177, turn right on County Rd. 868, go about ½ mile. A wide unmarked gravel road is on you left, a baseball field on your right. Turn left on the gravel road and follow it to the quarry office and scale house.

Wadley Crushed Stone 874 County Road 838 Wadley, Alabama 36276

Office Phone Number is 256-914-1011 POC: Mike Fordham

34º 43’ 24.70”N 88º 06’ 59.75”W

Updated

January 2015

Allsboro Quarry- 8 miles east of intersection of MS Hwy 25 & Tish. Co. #957 at Midway, MS, just across AL. state line.

Hoover Incorporated P. O. Box 613 Iuka, MS 38852

(256) 360-2400/(800) 535-2636

Hoover Incorporated 1205 Bridgestone Parkway P. O. Box 1700 LaVergne, TN 37086-1700

(615) 793-2600

34º 43’ 33.46”N 87º 48’ 28.66”W

Pride Quarry located on N side of US Hwy 72, Pride, AL. approx.8.2 miles west of intersection of US-72 and US-43 in Tuscumbia, AL

Vulcan Materials, Pride Quarry P.O. 740250 18055 Hwy 72 Tuscumbia, AL 35674

(256) 381-0012

Vulcan Materials Co.

Southern and GLF CST DVSN P.O. Box 385016 Birmingham, AL 35238-5016

(205) 298-3701

34º 44’ 40” N 87º 56’ 0”W

Cherokee Quarry- 3 miles east of Cherokee, AL on old Hwy 72.

Vulcan Materials Co., Cherokee Quarry P.O. Box 459 Cherokee, AL 35616

(256) 359-6404

P.O. Box 385016 Birmingham, AL 35238-5016

(205) 298-3701

32º 44’ 05.14”N 86º 16’ 12.72”W

January 2015

Hard Rock Hill Quarry – From intersection I- 95/US-231 go 15 miles north to Wallasboro, AL.

Continue north on US-231(AL-53&21) for approximately 8 miles to intersection of US-231 & CR-429 (Bucky Rd.) and go approx. 3.5 miles and turn right on to County Rd. 428 (Providence Rd) and go approx. 0.8 miles to quarry on left.

Quarry Phone – 334.514.8800

North Montgomery Materials, LLC 2194 Providence Rd Titus Alabama 36080 P.O. Box 469 Millbrook, AL 36054 Office: 334.290.2935 Fax: 334.514.8873

ARKANSAS

N 34º 57’ 31.72” W 92º 4’ 16.30”

Test data dated

Cabot Quarry - The quarry is located in Lonoke County off AR Highway 5 approx. 1.6miles north of US Highways 167/67 exit 16B, Cabot, AR.

LEDGE 3

Rogers Group, Inc. – Cabot Quarry 10302 AR Hwy 5, Cabot AR 72023

Rogers Group, Inc 1223 Front St. Arkansas 72032

POC: Johnathan Lane

36º 05’ 18.33”N 91º 06’ 35.34”W

Added Nov 2012

Black Rock Quarry (Powhatan Quarry) - Take Hwy 63 north or south to Hwy 25/3rd street east. Travel approx .1 miles and turn right to stay on Hwy 25, quarry will be on right hand side approx two miles ahead.

Powhatan Quarry Div. Capital Quarries Co. Inc, 4549 Hwy 25 Powhatan AR 72458

Capital Quarries Co. Inc, PO Box 105050 Jefferson City, Mo 65110

Chris W. Pitts Phone (870) 248-1212 Fax (870) 248-0532 Cell (573) 694-0797

36º 17’ 51.468”N

90º 58’ 55.70”W

Nov 2012

Pocahontas Quarry - Take Hwy 67 north or south to the Hwy 90/115 junction west. Follow Hwy 90/115 until the two highways split, bear right to stay on Hwy 115. Stay on Hwy 115 approx two miles and turn left on Hwy 251.

Proceed .1 miles and turn left onto Johnson Church Rd. The quarry is .5 miles ahead on left.

Div. Capital Quarries Co. Inc, 632 Johnson Church Rd Pocahontas AR 72455

Capital Quarries Co. Inc, PO Box 105050 Jefferson City, Mo 65110

Chris W. Pitts Phone (870) 248-1212 Fax (870) 248-0532 Cell (573) 694-0797

35° 51’ 38.22”N 91° 19’ 47.17”W

NEW SOURCE

Added 2012

Batesville Quarry - From Cord, AR take AR-122 north to interception with AR 25 and continue north on AR-25 for a total distance of approx.

3.2 miles. Take Bradley Ln on left to the quarry.

Bradley Contracting 500 Bradley Lane Cord, AR 72524

(870) 779-2338

34º 40’ 38”N 92º 15’ 38”W

(2010)

Granite Mountain Quarry #1 is located on east side of AR I-530 and just north of Dixon Road, AR Hwy 338

Granite Mountain Quarries P.O. Box 138 Sweet Home, AR 72164

(501) 490-1535

McGeorge Corporation P.O. Box 408 1425 Shamburger Lane

(501) 490-1456

34º 40’ 38” N 92º 15’ 38”W

Granite Mountain Quarry #2 is located on west side of AR I-530 and just north of Dixon Road, AR Hwy 338

Granite Mountain Quarries P.O. Box 138

(501) 490-1535

1425 Shamburger Lane

(501) 490-1456

34º 34’ 48”N 92º 27’ 59”W

Granite Mountain Quarry #3 is located 3 miles south of intersection of I-30 and AR Hwy 183 and south of Bryant, AR and 1 mile east on County Rd. #2 Granite Mountain Quarries P.O. Box 886 Bryant, AR 72089

1425 Shamburger Lane Sweet Home, AR 72164

(501) 490-1456

36° 17’51.49” N 90° 58’ 55.70”W

Black Rock Quarry (formerly Sloan Cavanaugh)

4.5 miles northwest of Black Rock, AR off U.S.

Hwy 63 on County Rd. 208.

POC: Mr. Bill Brown (870.879.6201)

Martin Marietta Aggregates P. O. Box 260 Black Rock, AR 72415

(870) 878-6201

34o 26’ 01.62”N 92o 51’ 30.78”W

Added June

Jones Mill Quarry is located off US Highway 270 approximately 2 miles west of I-30, exit 98, Malvern, AR POC: Gary Gray – Plant Manager 501.844.1640 Gary.gray@martinmarietta.com Doug Morin 501.520.7250 Douglas.morin@martinmarietta.com

Martin Marrietta Aggregates Inc.

4202 Highway 270 West Malvern, AR 72104 501.844.1640

34° 01’ 04.98”N 94o 21’ 15.54”W

Added June

Hatton Quarry is located off US Highway 59/71, Hatton AR. From US H-way 59/71 turn east on to Hatton Lane, go 0.3 miles and take a slight right onto County Rd. 15 for 0.6 miles to quarry.

POC: Gary Gray – Plant Manager 501.844.1640 Gary.gray@martinmarietta.com Doug Morin

Douglas.morin@martinmarietta.com

Martin Marietta Aggregates Inc.

4202 Highway 270 West Malvern, AR 72104 501.844.1640

34º 19’ 21.08”N

93º 20’ 56.81”W

(2011)

River Mountain Quarry – From intersection of AR Hwy 7 and AR Hwy 22 in Dardanelle, AR, go west to Delaware, AR and turn north on AR Hwy 393, then go 0.9 miles and then turn left onto River Mountain Road and go 4.0 miles to entrance to quarry, at AR River Mile 218.5

Pine Bluff Sand & Gravel, River Mountain Quarry P.O. Box 96 Delaware, AR 72835-0096

(479) 938-7018

Pine Bluff Sand and Gravel P.O. Box 7008 Pine Bluff, AR 71611-7008

(870) 534-7120

(800) 850-2300

34º 41’ 22.44”N 92º 17’ 53.23”W

Big Rock Quarry- Off AR Hwy 367, 0.5 mile north of junction with 65th Street, Little Rock, AR

Unacceptable Analcime-Syenite and Monzonite

Arkansas Aggregates (3M Quarry) 1910 W. 65tth St.

Little Rock, AR 72209 (501)565-5333

35º 16’ 56.44”N 91º 40’ 55.06”W

Ledge 2

(2015)

Searcy Quarry – from I-67, exit 48, Judsonia, AR exit (AR Hwy 385), turn to go toward Plainview, AR on AR Hwy 385, go approximately 1.5 miles and turn left into quarry, Rock Lane.

Vulcan Materials Co., Searcy Quarry 125 Rock Road Judsonia, AR 72081

(501) 729-3925

P.O. Box 385016 Birmingham, AL 35238-5016

(205) 298-3701

36° 8’ 36.74”N 91° 9’ 49.80”W

Ledge 5 (2015)

Verkler Quarry – Approx. 4 miles north of Black Rock, AR on U.S. Hwy. 63 to quarry on west side of highway.

Vulcan Materials Co., Verkler Quarry P.O. Box 276 Black Rock, AR 72415

(870) 878-6245

Vulcan Materials Co.

Southern and GLF CST DVSN P.O. Box 385016 Birmingham, AL 35238-5016

(205) 298-3701

GEORGIA

ILLINOIS

37º 28’ 59.07”N 88º 58’ 2.99”W

August

Buncombe Quarry: From Marion IL, take I-57 South to exit 45, turn right (east) MO-148 (N.

Refuge Rd.), keep straight onto MO-37. The quarry is 3-4 miles South of Goreville.

Top Ledge

Delta Companies, Inc. SILS.

4800 State Route 37 N Goreville, IL 62939-3003

(618) 995-2392

Delta Companies, Inc www.deltacos.com

(573) 785-2757 POC: Mike Martin

37º 28’ 39.26”N 88º 07’ 54.45”W

Cave-In-Rock Quarry is located approximately 5 miles east of Cave in Rock, IL. From the flashing light on Illinois Highway 1, from the ferry across the Ohio River, head east past Cave-in-Rock State Park to intersection with next road and turn south toward river. Quarry is on right

0.25 miles from intersection.

Lafarge of North America No. 2 Riverchase Office Plaza Suite 206 Birmingham, AL 35244 Mr. Barron Aaron 205.492.7934

Ledge 006 370 20 24N 880 12 38W

Ledge 007 370 19 41N 880 15 57W

Ledge 009 370 18 42N 880 09 55W

Ledge 011 370 21 56N 880 09 48W

Dec 2012

Cave-In-Rock Quarry - take IL Hwy 1 from the flashing light in Cave In Rock, IL, just north of ferry landing on the Ohio River, 1.9 miles north to IL-146 and turn left. Go 1.9 miles on IL-146 to quarry entrance on right.

POC - Don Hastie

LEDGE 007 – UNACCEPTABLE

Hastie Mining and Trucking Co.

Rt. 1 Box 55 Cave In Rock, IL 62919 Contact Terry Teitloff

37° 19’ 07.42”N 89° 01’ 12.36”W

Shawnee Stone, LLC- Cypress Plant From Cairo IL, go to north on I-57 to exit 18, Ullin and take ramp right. At the end of ramp turn right on Co. Rd. 7 (East), Ullin Rd.

(Shawnee College Rd.), and proceed 7 mi. to St.

Rt. 37. Turn left on St. Rt. 37 (North) and proceed north for 3.2 mi. and the quarry is on the right hand side of the road.

Bench B, Ledge 3 – ACCEPTABLE

BENCH A, LEDGES 1&2 -

UNACCEPTABLE

Shakespeare Aggregates, Inc.

202 West Main Street Salem, IL 62881 Tel. No. 618.548.1585 www.shakespeare-oil.com

KENTUCKY

37º 11’ 36” N 88º 15’ 59” W

Cumberland River Quarry (Formerly Smith Quarry) is located approximately 6 miles south of Salem, KY, at Cumberland River Mile 14.5.

From the intersection of US Hwy 60 and KY Hwy 723 in Salem, KY go south approximately

3.5 miles and then turn right onto Maddox Road and go approximately 2.5 miles

Pine Bluff Sand and Gravel Co.

780 Spencer Road Salem, KY 42078 Tel: 870.541.4464 Fax: 870.541.4465

Formerly Titan Cumberland Resources

37º 10’ 28.58”N 88º 01’ 39.82”W

Fredonia Quarry – Take US Hwy 641 2.8 miles Southeast of Fredonia, KY and turn east onto Fredonia Quarry Road.

297 Fredonia Quarry Rd.

Fredonia, KY 42411

(270) 545-9338 POC: Robbie Maxwell robby.maxwell@lafarge.com

800 N. Causeway Blvd. Ste 2A Mandeville, LA 70448 POC: John Pooler and Bob Beste (985)-727-7572 or

(314) 910-9999 john.pooler@lafarge.com bob.beste@lafarge.com

37º 11’ 41.68”N 88º 22’ 58.92”W

(2014)

Three Rivers Quarry – 7 miles northeast of Smithland, KY, off U.S. Hwy 60 (Cumberland Road). From I-24 exit 31and go N on KY Hwy 453 to intersection with U.S. Hwy 60 and turn right and go over Cumberland River. Quarry is on the right 4.5 mile from bridge.

POC: Eddie Cooper ((270)-210-4993 eddie.cooper@lafarge.com

800 N. Causeway Blvd. Ste 2A Mandeville, LA 70448 POC: John Pooler and Bob Beste (985)-727-7572 or

(314) 910-9999 john.pooler@lafarge.com bob.beste@lafarge.com

37º 02’ 13” N 88º 15’ 00” W

Grand Rivers Quarry (Gilbertsville Quarry) – On US Hwy 62/641, “Between the Dams”, Lake City, KY. From I-24 exit 31and go S on KY Hwy 453 to ramp for US Hwy 62/641 and go west to quarry office on left.

Vulcan Materials Co., Grand Rivers Quarry 947 U.S. Hwy 62 Grand Rivers, KY 42045

(270) 362-4264

P.O. Box 385016 Birmingham, AL 35238-5016

(205) 298-3701

35° 16’ 15.24”N 91° 12' 12.60”W

Added July

Slats Lucas Quarry - is located in Livingston County, KY, From Paducah, KY take US Hwy 60N through Smithland, KY to Salem, KY.

Turn South on KY Hwy 723 for 5.4 mi to Pinkneyville, KY and turn left onto Lee Rd Quarry.

712 Lee Road Pinkneyville, KY (270)988.2647

Warren Paving Co.

562 Elks Lake Road P.O. Box 572 Hattiesburg, MS 39403 (601)544.7800 Jonathan Gilland Gen. Manager T.J. Palmer – Quality Control Tech.

37° 03’ 29.13”N 88° 17’ 04.54”W

Elev.

300ft(NGVD) present quarry floor

Added January

Chaudet Creek Quarry - is located in Livingston County, KY. Form the intersection of I-24 and KY Hwy 453 (Dover Rd), Grand Rivers, KY, take KY 453 1.7 miles north to the entrance quarry on the left.

Calx Resources 877 Dover Road Grand Rivers, KY 42045 TJ Palmer: (270)928-4757

MISSOURI

39° 04’ 04.64”N 90° 44’ 22.44”W

Foley Quarry is located approximately 1.4miles north of Foley, Missouri on the west side of Old State route 79 (presently known as Lincoln County Road 925).

Ledge 1 and Ledge 2

Magruder Limestone Co., Inc 255 Watson Rd.

Troy, MO 63379

POC: Harold Bono Harold_bono@magrudercompanies.com

37° 14’ 58.92”N 90° 05’ 01.22”W

Arab Stone Company Rt. HC1, Box 541 Zalma, MO 63787-9710

Mr. Roger Poythress C/O Smith Co. Engineers 901 Vine St.

P.O. Box 72 Poplar Bluff,MO 63902 573.785.9621

37º 15’ 57.96”N 89º 33’ 24.00”W

Cape Girardeau Quarry – is located on the Northeast corner of MO-72 and South Sprigg St.

East of I-55, exit no. 93.

LEDGE 3-4 ONLY

Southeast Missouri Stone Co.

3155 Sprigg St.

Cape Girardeau, MO 63702

(573) 986-9516

Delta Companies, Inc. - Corporate Office 114 S Silver Springs Rd Cape Girardeau, MO 63701 Phone: 573-334-5261 Fax: 573-986-9511

Stockpile 37° 02’ 50.76”N 90° 18’ 33.38”W

Shook Quarry is located in Shook, MO in Wayne County on the east side of Wappapello Lake.

Take US-67 north from Poplar Bluff to Greenville, MO. Take State Road D east for approx. 10.4 miles to Shook, MO and the quarry will be on the left east of the highway.

Shook Quarry (INACTIVE, Stockpile tested) Shook, MO

Delta Companies, Inc. - Corporate Office 114 S Silver Springs Rd Cape Girardeau, MO 63701 Phone: 573-334-5261 Fax: 573-986-9511

Top Ledge 36° 53’ 42.21”N 90° 28’ 31.41”

W Middle Ledge

36° 53’ 42.43”N 90° 28’ 35.85”

W

August

Williamsville Stone Co. Quarry, State Highway 67N, Poplar Bluff, MO 63901 Take US-67 north from Poplar Bluff for approximately and quarry will be on the right (east) of highway just south of a bridge crossing the Black River.

POC: Mike Martin

ACCEPTABLE : TOP AND MIDDLE LEDGE

(573) 785-2757

Delta Companies, Inc. - Corporate Office 114 S Silver Springs Rd Cape Girardeau, MO 63701 Phone: 573-334-5261 Fax: 573-986-9511

37° 13.867N 89° 32.028W

Added Jan

Seminole Ag-Lime quarry direction - in Scott City, MO from the south on I-55 are: take Exit 89 onto Main St.; left (east) onto Main St.;

0.4 miles and left (north) onto Mulberry St.; 0.2 miles and continue on Warner Ave. (new concrete); 0.6 miles and left (east) on Rock Levee Rd.; 0.4 miles to quarry road on left.

POC: Mike Crostic QC (314)775-5242

Note: It is recommended that rock from overlying and other layers should not be intermixed with the rock from this ledge (MODOT Ledge 25).

Seminole Ag Lime 501 Rock Levee Rd.

P.O. Box 4236 Scott City, MO POC: William R. Florman (573)388-4930 (573)388-4931 (fax)

39° 14’ 50.27”N 91° 14’ 16.0”W

Added Dec

Ashley quarry is located approximately two miles south of Ashley Missouri on the west side of Highway 161.

Magruder Limestone Company Inc.

255 Watson Rd.

Troy, MO 63379

38° 05’ 03”N 90° 12’ 30”W

38 05 03N 90 12 30W

Brickeys Quarry (Old Menefee Quarry) @MRM

135.8 above the mouth of the Ohio River,- Take I-55 4 miles north of Bloomsdale, MO, exit 162, and take exit for County Rds. DD & OO and turn east and go 1 mile to US Hwy 61 and continue straight ahead thru intersection on Brickeys Rd. to quarry. (Formerly Brickeys Stone LLC)

Added Plattin Limestone formation - 2013

APAC

13588 Brickeys Rd.

Bloomsdale, MO 63627

(573) 483-3475

37º 26’ 04.08”N 89º 38’ 14.88”W

Added Dec 2012

Fruitland Quarry – located in Cape Girardeau County, MO. Take I-55 North from Cape Girardeau, MO, to exit 105 for Pocahontas, MO and go 0.4 mile north on U.S. 61 to quarry entrance.

Ledge #25 - Orange POC: Dennis Winters – Quarry Manager

Strack Stone Company 5120 State Highway 74 Cape Girardeau, MO 63701 (573)335-9430

37º 14’ 40.02”N 90º 27’ 17.04”W

Added Dec 2012

Lodi Quarry - From Cape Girardeau, MO take MO Highway 34 west to junction with the U.S.

Highway 67 and turn north onto U.S. 67 and go approx. 5 miles and the quarry will be on the right.

POC: Dennis Winters – Quarry Manager

Strack Stone Co.

5120 State Highway 74 Cape Girardeau, MO 63701

(573) 335-9430

38° 00’ 36.68”N 90° 05’ 42.47”W

Bussen Quarry - 5 miles north of St. Genevieve, MO, MRM 127.6, above the mouth of the Ohio River, 19829 Lower Frenchman Rd.

Bench 8 updated and Zone 12 added on 23 Sept

Tower Rock Stone Co.

P.O. Box 111 St. Genevieve, MO 63670

(573) 883-7415

Tower Rock Stone Co.

P. O. Box 50 Columbia, IL 62236

(618) 281-4106

OHIO

41° 26’ 25.87”N 83° 21’ 23.92”W

Added Mar

Woodville Quarry – From Ohio Turnpike (I- 90/80) exit 81, take MO Hwy 51 south for 2 miles and turn right on to US Hwy 23W toward Woodville. From intersection of Us – 23 & MO

– 51 go 3.4 miles to N. Anderson Rd. and turn south go 0.5 miles and quarry entrance will be on your right.

Located at Sandusky County.

POC: Mr. Jim Bischoff – Quarry Manager

The Olen Corporation 4755 South High St. Columbus, OH 43207 614.491.1515 Area Aggregates 659 Anderson Rd.

Woodville, Ohio 43469 419.849.3218

HONDURAS, CENTRAL AMERICA

Bench 8 updated 2010 and Zone- 12 new source added 15° 10’N 87° 52’W

(2011)

Quarry is located in The State Of Cortez in Honduras. Located about 18 miles south of the city of El Progreso and 22 miles north of the city of Santa Barbara, Zacatales, Honduras

Sources only tested for use along Gulf Cost at present time.

Importaciones Rodriguez, S.A.

22543 Ventura Blvd., Ste 227 Woodland Hills, CA 91364 Metairie, LA 70002 Tel: (818) 224-4270 Fax: (818)224-4736 Email: sebrown@looseb.com

Contact: Sharon E. Brown

CATEGORY II – INACTIVE SOURCES

[EITHER NOT TESTED WITHIN THE LAST 5 YEARS OR CLOSED]

Quarry Location, Address and Telephone Number

Main Office Address and Telephone Number

ALABAMA

(2005)

Kellerman Quarry, near Brookwood, AL, Black Warrior River Mile 354 (formerly operated by U.S.

Crushed Stone)

Shippers & Sellers LLC P.O. Box 1349 Jasper, AL 35502-1349

ARKANSAS

34/93

Hollywood Quarry (formerly Bedrock Quarry) – 3 miles north of Hollywood, AR on AR Hwy 53 and then one mile east on Matts Trail.

Souter Construction Co., Inc.

P. O. Box 876 Conway, AR 72032

(501) 354-0137

ILLINOIS

37/88

Golconda Quarry – from Golconda, IL go NE on IL Hwy 146 for 10 miles. At junction with IL Hwy 34, take a right towards Job Corps Center and Shetlerville, IL. Go approximately 2 miles and quarry will be on left.

Florida Rock Industries RR 1, Box 110 Golconda, IL 62938

(618) 285-6060

37N/89W (2005)

Gray's Point Quarry - MRM 46.2, above the mouth of the Ohio River. Take Exit 91 off I-55 on Rd. AB at Scott City, MO, and go east 4 miles to quarry.

Tower Rock Stone Co.

P.O. Box 4248 Scott City, MO 63780

(573) 264-3800

CLASSIFIED AS INACTIVE

Tower Rock Stone Co.

P. O. Box 50 Columbia, IL 62236

(618) 281-4106

MICHIGAN

45/87

(2003)

Grooveland Mine Randville Road Felch, MI 49837

Superior Rock Works 10304 Bay shore Drive Rapid River MI 49878 906-474-9242 superiorrockworks@yahoo.com

MISSOURI

CATEGORY II – INACTIVE SOURCES

[EITHER NOT TESTED WITHIN THE LAST 5 YEARS OR CLOSED]

Quarry Location, Address and Telephone Number

Main Office Address

37/89

(2002)

Burfordville Quarry – Take I-55 north of Cape Girardeau, MO to interchange with MO Highways 72/34W. Take MO Hwy 34 W for approximately 5 miles to County Rd OO and turn south. Quarry will be on left 1 mile from intersection.

Burfordville Stone LLC 1211 County Road 00 Whitewater, MO 63785 573-624-7889

38/90

(2002)

Simpson South Quarry – Take St. Hwy 141 from I- 55 to intersection with MO Hwy 21, go back toward I-55 to Cecos Lane, on north side of MO Hwy 21, to entrance to quarry.

Simpson Materials Co.

PO Box 68 Valley Park, MO 63088-0068

(636) 343-4944