AML for Aggregates 10.PDF
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About this file
This is an Approved Materials List for Aggregates issued by the State of Louisiana Department of Transportation and Development. The document provides comprehensive listings of approved aggregate suppliers organized by material type and geographic location, detailing which producers and suppliers meet the quality requirements established in Section 1003 of the Department's Standard Specifications for Roads and Bridges. The list encompasses both in-state suppliers organized by district (Districts 03, 04, 05, 07, 08, 58, 61, and 62) and out-of-state suppliers from neighboring states and select international locations. Approved materials include chert gravels, silica sands, limestone, granite, sandstone, and other stone materials suitable for various applications including base and surface courses, granular subbase materials, embankment fill, asphaltic concrete, portland cement concrete, and riprap construction.
Each approved supplier entry specifies the material type, approved uses, specific gravity (SSD), water absorption rates, and friction ratings where applicable. Notable restrictions and mitigation requirements are documented for materials containing deleterious properties, such as those requiring 30 percent Class F fly ash, 50 percent slag, or ternary blends for portland cement concrete applications. The document was last updated on October 29, 2025, and includes entries with various update dates reflecting ongoing compliance verification. Suppliers must comply with the Materials Sampling Manual requirements, and all materials regardless of prior approval must be sampled and tested for conformance to specifications. Any deviation in performance from the original approved sample may result in removal from the list, ensuring continued quality assurance for Louisiana Department of Transportation and Development projects.
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State of Louisiana Department of Transportation and Development
APPROVED MATERIALS LIST
AGGREGATES
Aggregates from the following sources have demonstrated the capability to conform to the quality requirements of Section 1003 of the Department's Standard Specifications for Roads and Bridges, except as noted.
See 'Endnotes' and 'Notes' at the end of each section.
Chert gravels on this list have a Friction Rating of III when used as a coarse aggregate for Asphaltic Concrete. Friction Ratings are defined in Subsection 1003.06
A. CHERT GRAVEL AND SILICA SANDS
A-1. IN-STATE PRODUCER/SUPPLIERS - BY DISTRICT
District 03
Dupont Sand, LLC-Carencro, LAAPS00006160 (A309) Material Approved Uses
Sand Only Granular Material for Subbase
Carencro Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
L & W Sand Pit, LLC-Carencro, LAAPS00006550 (A308) Material Approved Uses
Sand Only Granular Material for Subbase
Carencro Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
Vermillion Shell & Limestone Co. Inc.-Maurice, LAAPS00007310 (A310) Material Approved Uses
Sand Only Granular Material for Subbase
Maurice Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
Perero Co. DBA-DND Landscape - Broussard, LAAPS00011660 (A311) Material Approved Uses
Sand Only Granular Material for Subbase
Broussard Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
Lafayette Sand & Fill - Lafayette, LAAPS00011760 (A312) Material Approved Uses
Sand Only Granular Material for Subbase
Carencro Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
AGGREGATES APPROVED MATERIALS LIST
Page 1 of 61 - 10/29/2025 2:05:10 PM
A-1. IN-STATE PRODUCER/SUPPLIERS - BY DISTRICT
District 03
Red Hawk Materials - Maurice, LAAPS00012000 Material Approved Uses
Sand Only Granular Material for Subbase
Maurice Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017 (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Red Hawk Materials, LLC - Carencro, LAAPS00012170 Material Approved Uses
Sand Only Granular Material for Subbase
Carencro Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
Glenn Lege Construction - YoungsvilleAPS00012630 Material Approved Uses
Sand Only Granular Material for Subbase
Spec. Gravity-SSD = 2.62 Special Embankment (non-plastic)
Water Absportion = 0.5% Asphaltic Concrete
Updated = 1/12/2024
B & D Materials, LLC - Parks, LAAPS00015080 Material Approved Uses
Sand Only Granular Material for Subbase
Spec. Gravity-SSD = 2.62 Special Embankment (non-plastic)
Water Absportion = 0.5% Asphaltic Concrete
Updated = 4/7/2022 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
District 04
MRH Sand & Gravel-Benton, LAAPS00006830 (A428) Material Approved Uses
Gravel Granular Material for Subbase
Benton Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.60 Asphaltic Surface Treatment
Water Absportion = 1.0% Asphaltic Concrete
Sand (Friction Rating = III - Coarse Agg. Only)
Benton Portland Cement Concrete
Spec. Gravity-SSD = 2.62 (Gravel from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Water Absportion = 0.5%
Updated = 8/22/2017
Page 2 of 61 - 10/29/2025 2:05:10 PM
District 04
South Land Sand-Ringgold, LAAPS00007000 (A427) Material Approved Uses
Gravel Only Base & Surface Course
Ringgold Granular Material for Subbase
Spec. Gravity-SSD = 2.60 Asphaltic Surface Treatment
Water Absportion = 1.0% Asphaltic Concrete
Updated = 8/25/2017 (Friction Rating = III - Coarse Agg. Only)
Portland Cement Concrete
Blount Brothers Construction, Inc. -Shreveport, LAAPS00011330 (A429) Material Approved Uses
Sand Only Granular Material for Subbase
Blout Bros. Pit Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
Hat Creek Dirt Pit - Bossier City, LAAPS00011910 Material Approved Uses
Sand Only Granular Material for Subbase
Spec. Gravity-SSD = 2.62 Special Embankment (non-plastic)
Water Absportion = 0.5% Asphaltic Concrete
Updated = 2/17/2017 Portland Cement Concrete
SiteWurx Sand - Sibley, LAAPS00012310 Material Approved Uses
Sand Only Granular Material for Subbase
Sibley - 164 Pit Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
Skyplex Trucking -Bentley, LAAPS00012660 Material Approved Uses
Sand Only Granular Material for Subbase
Wallace Pit Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
District 05
Century Ready Mix - West Monroe, LAAPS00006000 (A509) Material Approved Uses
Sand Only Granular Material for Subbase
Jonesboro Road Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
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District 05
Martin Marietta - Perryville,LAAPS00007270 (A502) Material Approved Uses
Gravel Base & Surface Course
Perryville Granular Material for Subbase
Spec. Gravity-SSD = 2.54 Special Embankment (non-plastic)
Water Absportion = 1.7% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Perryville (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/22/2017
Star Silica LLC. - West Monroe, LAAPS00014950 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.52 Granular Material for Subbase
Water Absportion = 2.5% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 3/12/2025 Portland Cement Concrete - Gravel Only
G & W Sand & Gravel, LLC. - West MonroeAPS00015510 Material Approved Uses
Sand Only Granular Material for Subbase
Spec. Gravity-SSD = 2.62 Special Embankment (non-plastic)
Water Absportion = 0.5% Asphaltic Concrete
Updated = 6/20/2023 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
District 07
DSD Energy Services-Oakdale, LAAPS00006130 (A712) Material Approved Uses
Sand Only Granular Material for Subbase
Oakdale Pit Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
Kinder Sand Co.-Kinder, LAAPS00006520 (A710) Material Approved Uses
Sand Only Granular Material for Subbase
Kinder Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017 (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Page 4 of 61 - 10/29/2025 2:05:10 PM
District 07
Village Sand, Inc.-Kinder, LAAPS00007320 (A709) Material Approved Uses
Sand Only Granular Material for Subbase
Indian Village Asphaltic Concrete
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/22/2017
Lake Area Materials, LLC - DeRidderAPS00012100 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.54 Granular Material for Subbase
Water Absportion = 1.7% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 3/21/2017 Portland Cement Concrete
Elite Sand - Longville, LAAPS00012190 Material Approved Uses
Sand Only Granular Material for Subbase
Spec. Gravity-SSD = 2.62 Special Embankment (non-plastic)
Water Absportion = 0.5% Asphaltic Concrete
Updated = 4/13/2017 Portland Cement Concrete
Gator Aggregates - Deridder, LAAPS00012390 Material Approved Uses
Gravel Base & Surface Course
Pippin Pit Granular Material for Subbase
Spec. Gravity-SSD = 2.53 Special Embankment (non-plastic)
Water Absportion = 2.2% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Pippin Pit (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/22/2017
Arcosa Aggregates - Anacoco Plant 1391-MerryvilleAPS00014360 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.55 Granular Material for Subbase
Water Absportion = 1.0% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 8/3/2022 Portland Cement Concrete
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District 07
Arcosa Aggregates - Indian Village Plant 1284APS00014370 Material Approved Uses
Sand Only Granular Material for Subbase
Spec. Gravity-SSD = 2.62 Special Embankment (non-plastic)
Water Absportion = 0.5% Asphaltic Concrete
Updated = 7/29/2022 Portland Cement Concrete
Merryville Aggregate, LLC - Evans, LAAPS00014470 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.56 Granular Material for Subbase
Water Absportion = 1.2% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 2/12/2021 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
South Coast Materials, LLC. - LongvilleAPS00014890 Material Approved Uses
Sand Only Granular Material for Subbase
Spec. Gravity-SSD = 2.62 Special Embankment (non-plastic)
Water Absportion = 0.5% Asphaltic Concrete
Updated = 5/7/2024
Arcosa Aggregates - West Merryville, LAAPS00014960 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.73 Granular Material for Subbase
Water Absportion = 1.1% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 2/18/2025 Portland Cement Concrete
Arcosa Aggregates - Plant LA 1343 - DeRidderAPS00015140 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.57 Granular Material for Subbase
Water Absportion = 0.7% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 5/4/2022 Portland Cement Concrete
Page 6 of 61 - 10/29/2025 2:05:10 PM
District 08
Tanner Heavy Equipment Co-Leesville, LAAPS00007150 (A844) Material Approved Uses
Sand Only Granular Material for Subbase
Tanner Pit #2 Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/25/2017
Martin Marietta - Woodworth, LAAPS00007300 (A822) Material Approved Uses
Gravel Granular Material for Subbase
Spec. Gravity-SSD = 2.54 Special Embankment (non-plastic)
Water Absportion = 1.7% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Spec. Gravity-SSD = 2.62 (Friction Rating = III - Coarse Agg. Only)
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017 (Gravel from this source contains an unusual amount of hematite iron ore, if used in Portland Cement Concrete, the hematite content cannot exceed 2%)
Larry Grayson & Son Trucking, LLC -Forest Hill, LAAPS00011680 (A847) Material Approved Uses
Gravel Granular Material for Subbase
Ahtus Melder Rd Pit Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.57 Asphaltic Surface Treatment
Water Absportion = 1.0% Asphaltic Concrete
Sand (Friction Rating = III - Coarse Agg. Only)
Ahtus Melder Rd Pit Portland Cement Concrete
Spec. Gravity-SSD = 2.62
Water Absportion = 0.5%
Updated = 8/22/2017
Diamond B Construction Co.,LLC - Boyce, LAAPS00011710 (A849) Material Approved Uses
Sand Only Granular Material for Subbase
Hot Wells / Gardener Pit Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
Diamond B Construction Co., LLC Woodworth, LAAPS00011720 (A850) Material Approved Uses
Sand Only Granular Material for Subbase
Woodworth Pit Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.65 Asphaltic Concrete
Water Absportion = 0.2% Portland Cement Concrete
Updated = 5/7/2024 (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
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District 08
Cenla Materials - Forest Hill, LAAPS00014440 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.55 Granular Material for Subbase
Water Absportion = 1.5% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 8/25/2020 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Larry Grayson & Son Trucking, LLC #2-Forest HillAPS00016060 Material Approved Uses
Sand Only Granular Material for Subbase
Spec. Gravity-SSD = 2.62 Special Embankment (non-plastic)
Water Absportion = 0.5% Asphaltic Concrete
Updated = 4/14/2025
District 58
Swim Enterprises-Columbia, LAAPS00007130 (A914) Material Approved Uses
Sand Only Granular Material for Subbase
Columbia Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
Martin Marietta - Jena, LAAPS00007290 (A913) Material Approved Uses
Gravel Base & Surface Course
Jena Granular Material for Subbase
Spec. Gravity-SSD = 2.55 Special Embankment (non-plastic)
Water Absportion = 1.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Jena (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5% (Gravel from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Updated = 8/22/2017
Page 8 of 61 - 10/29/2025 2:05:10 PM
District 58
Pokey's Materials - Olla, LAAPS00011810 (A916) Material Approved Uses
Gravel Base & Surface Course
F.K.A. Amberg Construction Granular Material for Subbase
Spec. Gravity-SSD = 2.53 Special Embankment (non-plastic)
Water Absportion = 2.2% Asphaltic Surface Treatment
Sand Asphaltic Concrete
F.K.A. Amberg Construction (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
F.K.A. Amberg Construction
Updated = 2/24/2025
Amberg Construction, LLC. - OllaAPS00015030 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.52 Granular Material for Subbase
Water Absportion = 1.8% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 4/7/2022 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
D & J Construction Co., LLC - Aimwell, LAAPS00015090 Material Approved Uses
Sand Only Granular Material for Subbase
Spec. Gravity-SSD = 2.62 Special Embankment (non-plastic)
Water Absportion = 0.5% Asphaltic Concrete
Updated = 4/7/2022 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
District 61
Bear Industries - Port Allen, LAAPS00002200 (A628) Material Approved Uses
Sand Only Asphaltic Concrete
Port Allen
Spec. Gravity-SSD = 2.62
Water Absportion = 0.5%
Updated = 8/22/2017
Page 9 of 61 - 10/29/2025 2:05:10 PM
District 61
Bunch Sand and Gravel #1 - Clinton, LAAPS00005950 (A646) Material Approved Uses
Gravel Base & Surface Course
Pit #1 Granular Material for Subbase
Spec. Gravity-SSD = 2.55 Special Embankment (non-plastic)
Water Absportion = 1.3% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Pit #1 (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 7/26/2018
Feliciana Farms, Inc.-St. Francisville, LAAPS00006180 (A636) Material Approved Uses
Gravel Base & Surface Course
Bayou Sara Granular Material for Subbase
Spec. Gravity-SSD = 2.54 Special Embankment (non-plastic)
Water Absportion = 1.7% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Bayou Sara (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/22/2017
Hooper Road Dirt Pit-Baton Rouge, LAAPS00006400 (A632) Material Approved Uses
Sand Only Granular Material for Subbase
Baton Rouge Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
Southern Aggregates, LLC-Norwood,LAAPS00007010 (A640) Material Approved Uses
Gravel Base & Surface Course
Felps Granular Material for Subbase
Spec. Gravity-SSD = 2.53 Special Embankment (non-plastic)
Water Absportion = 2.2% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Felps (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/22/2017
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Fleniken Sand & Gravel Inc - Clinton, LAAPS00011640 (A644) Material Approved Uses
Gravel Granular Material for Subbase
Acme Pit Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.52 Asphaltic Surface Treatment
Water Absportion = 1.9% Asphaltic Concrete
Sand (Friction Rating = III - Coarse Agg. Only)
Acme Pit Portland Cement Concrete
Spec. Gravity-SSD = 2.62
Water Absportion = 0.5%
Updated = 7/26/2018
Dolese Bros-St.HelenaSand&Gravel - Pine Grove, LAAPS00011650 (A645) Material Approved Uses
Gravel Base & Surface Course
St. Helena S&G Pit Granular Material for Subbase
Spec. Gravity-SSD = 2.54 Special Embankment (non-plastic)
Water Absportion = 1.6% Asphaltic Surface Treatment
Sand Asphaltic Concrete
St. Helena S&G Pit (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5% (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Updated = 6/3/2020
Regional Sand & Gravel - Clinton, LAAPS00011920 Material Approved Uses
Gravel Base & Surface Course
Highway 960 Pit Granular Material for Subbase
Spec. Gravity-SSD = 2.50 Special Embankment (non-plastic)
Water Absportion = 3.0% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Highway 960 Pit (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5% (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Updated = 8/22/2017
Dennis Stewart Equipment Rental,Inc Baton Rouge,LAAPS00012530 Material Approved Uses
Sand Only Granular Material for Subbase
Joor Road Pit Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% Portland Cement Concrete
Updated = 8/22/2017
South Louisiana Fill Materials, LLC - Darrow, LAAPS00012910 Material Approved Uses
Sand Only Asphaltic Concrete
Spec. Gravity-SSD = 2.62
Water Absportion = 0.5%
Updated = 1/5/2024
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Lionel Boudreaux Trucking, LLC - St. FrancisvilleAPS00014150 Material Approved Uses
Sand Only Granular Material for Subbase
Spec. Gravity-SSD = 2.62 Special Embankment (non-plastic)
Water Absportion = 0.5% Asphaltic Concrete
Updated = 10/16/2019 Portland Cement Concrete
Ivey Enterprises, LLC - Greenwell Springs, LAAPS00014180 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.48 Granular Material for Subbase
Water Absportion = 2.7% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 10/16/2019 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Superior Sand & Gravel - Plant 1 - Clinton, LAAPS00014850 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.57 Granular Material for Subbase
Water Absportion = 0.8% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 10/5/2021 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
Superior Sand & Gravel - Plant 2 - ClintonAPS00014860 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.51 Granular Material for Subbase
Water Absportion = 2.5% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 10/5/2021 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
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Barriere Construction Co. LLC - Map PitAPS00015000 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.49 Granular Material for Subbase
Water Absportion = 3.2% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 3/12/2025 Portland Cement Concrete - Gravel Only
Arcosa Aggregates - Plant LA 1342 - Clinton PitAPS00015150 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.52 Granular Material for Subbase
Water Absportion = 2.2% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 8/3/2022 Portland Cement Concrete
South Louisiana Fill Materials LLC - ConventAPS00015490 Material Approved Uses
Sand Only Asphaltic Concrete
Spec. Gravity-SSD = 2.62
Water Absportion = 0.5%
Updated = 1/5/2024
Superior Sand & Gravel - Plant 3 - Greenwell SprgsAPS00015520 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.53 Granular Material for Subbase
Water Absportion = 1.9% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 3/12/2025 Portland Cement Concrete - Gravel Only
Magnolia Sand Gravel Soil - Denham SpringsAPS00016130 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.51 Granular Material for Subbase
Water Absportion = 2.5% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.65 Asphaltic Concrete
Water Absportion = 0.2% (Friction Rating = III - Coarse Agg. Only)
Updated = 3/12/2025 Portland Cement Concrete - Gravel Only
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Convent Minority Material Supplier LLC #2APS00016140 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.51 Granular Material for Subbase
Water Absportion = 2.3% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.65 Asphaltic Concrete
Water Absportion = 0.1% (Friction Rating = III - Coarse Agg. Only)
Updated = 2/24/2025 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
Ivey Dirt & Aggregates - Greenwell SpringsAPS00016210 Material Approved Uses
Sand Only Granular Material for Subbase
Spec. Gravity-SSD = 2.65 Special Embankment (non-plastic)
Water Absportion = 0.2% Asphaltic Concrete
Updated = 12/4/2024
District 62
Accardo Materials, Inc-Franklinton,LAAPS00005700 (AX04) Material Approved Uses
Gravel Base & Surface Course
Isabel Granular Material for Subbase
Spec. Gravity-SSD = 2.57 Special Embankment (non-plastic)
Water Absportion = 1.0% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Isabel (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5% (Gravel from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Updated = 8/22/2017
Lakeview Sand & Gravel - Bogalusa, LAAPS00005870 (AY06) Material Approved Uses
Gravel Base & Surface Course
Bogalusa Granular Material for Subbase
Spec. Gravity-SSD = 2.47 Special Embankment (non-plastic)
Water Absportion = 3.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Bogalusa (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/22/2017
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District 62
Cash Sand & Gravel, Inc.-Denham Springs, LAAPS00005990 (AY10) Material Approved Uses
Gravel Base & Surface Course
Easterly Plant Granular Material for Subbase
Spec. Gravity-SSD = 2.54 Special Embankment (non-plastic)
Water Absportion = 1.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Easterly Plant (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 7/26/2018
Crawford Aggregate Industr-Pine Grove,LA - JenkinsAPS00006060 Material Approved Uses
Gravel Base & Surface Course
Jenkins Lane Granular Material for Subbase
Spec. Gravity-SSD = 2.54 Special Embankment (non-plastic)
Water Absportion = 1.7% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Jenkins Lane (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5% (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Updated = 6/3/2020
Daley Sand & Gravel, Inc.-Roseland,LAAPS00006100 (AX71) Material Approved Uses
Gravel Base & Surface Course
Roseland Granular Material for Subbase
Spec. Gravity-SSD = 2.50 Special Embankment (non-plastic)
Water Absportion = 2.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Roseland (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5% (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
Roseland
Updated = 3/12/2025
Brownstone Sand & Gravel - Franklinton, LAAPS00006170 (AY17) Material Approved Uses
Gravel Base & Surface Course
Enon Plant - Franklinton Granular Material for Subbase
Spec. Gravity-SSD = 2.54 Special Embankment (non-plastic)
Water Absportion = 1.7% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Enon Plant - Franklinton (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete - Gravel Only
Water Absportion = 0.5%
Updated = 10/26/2021
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Florida Parishes Aggregate-Fluker, LAAPS00006190 (AY24) Material Approved Uses
Gravel Base & Surface Course
Kent Pit - Fluker Granular Material for Subbase
Spec. Gravity-SSD = 2.56 Special Embankment (non-plastic)
Water Absportion = 1.2% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Kent Pit - Fluker (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/24/2017
Gillman Enterprises, LLC-Independence, LAAPS00006240 (AX91) Material Approved Uses
Gravel Base & Surface Course
Independence Granular Material for Subbase
Spec. Gravity-SSD = 2.52 Special Embankment (non-plastic)
Water Absportion = 2.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Independence (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/24/2017
Hard Rock Sand & Gravel LLC - Franklinton, LA - #2APS00006350 (AY14) Material Approved Uses
Gravel Base & Surface Course
#2 - Franklinton Granular Material for Subbase
Spec. Gravity-SSD = 2.54 Special Embankment (non-plastic)
Water Absportion = 1.7% Asphaltic Surface Treatment
Sand Asphaltic Concrete
#2 - Franklinton (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/24/2017
Hard Rock Sand & Gravel, LLC-Mt. Hermon,LAAPS00006360 (AX89) Material Approved Uses
Gravel Base & Surface Course
Mt. Hermon Granular Material for Subbase
Spec. Gravity-SSD = 2.55 Special Embankment (non-plastic)
Water Absportion = 1.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Mt. Hermon (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/24/2017
Page 16 of 61 - 10/29/2025 2:05:10 PM
Industrial Aggregates, LLC-Franklinton, LA-Pine ClAPS00006450 (AX72) Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.53 Granular Material for Subbase
Water Absportion = 2.2% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 8/24/2017 Portland Cement Concrete
K & C Gravel-Independence,LAAPS00006510 (AX68) Material Approved Uses
Sand Only Granular Material for Subbase
Spec. Gravity-SSD = 2.62 Special Embankment (non-plastic)
Water Absportion = 0.5% Asphaltic Concrete
Updated = 8/24/2017 Portland Cement Concrete
Amrize Aggregates -Honey IslandAPS00006590 (AY03) Material Approved Uses
Gravel Base & Surface Course
Honey Island Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.51 Asphaltic Surface Treatment
Water Absportion = 2.5% Asphaltic Concrete
Sand (Friction Rating = III - Coarse Agg. Only)
Honey Island Portland Cement Concrete
Spec. Gravity-SSD = 2.62
Water Absportion = 0.5%
Honey Island
Updated = 3/12/2025
Amrize Aggregates - Bogalusa,LAAPS00006600 (AY01) Material Approved Uses
Gravel Base & Surface Course
Isabel Granular Material for Subbase
Spec. Gravity-SSD = 2.52 Special Embankment (non-plastic)
Water Absportion = 2.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Isabel (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/24/2017
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Lon Land Gravel Co.-Mt Hermon, LAAPS00006670 (AX43) Material Approved Uses
Gravel Base & Surface Course
Franklinton Granular Material for Subbase
Spec. Gravity-SSD = 2.53 Special Embankment (non-plastic)
Water Absportion = 2.2% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Franklinton (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5% (Gravel from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Updated = 8/24/2017
Mears Sand & Gravel-Denham Springs,LAAPS00006770 (A135) Material Approved Uses
Gravel Granular Material for Subbase
Dennis Mills Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.53 Asphaltic Surface Treatment
Water Absportion = 2.0% Asphaltic Concrete
Sand (Friction Rating = III - Coarse Agg. Only)
Dennis Mills Portland Cement Concrete
Spec. Gravity-SSD = 2.62 (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Water Absportion = 0.5%
Updated = 6/3/2020
P & J Sand & Gravel, LLC-Independence, LAAPS00006850 (AY12) Material Approved Uses
Gravel Base & Surface Course
Independence Granular Material for Subbase
Spec. Gravity-SSD = 2.48 Special Embankment (non-plastic)
Water Absportion = 3.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Independence (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/24/2017
Ram Industries-Mt. Hermon, LAAPS00006920 (AX29) Material Approved Uses
Gravel Base & Surface Course
Franklinton Granular Material for Subbase
Spec. Gravity-SSD = 2.55 Special Embankment (non-plastic)
Water Absportion = 1.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Franklinton (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5% (Gravel from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Updated = 8/24/2017 (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Page 18 of 61 - 10/29/2025 2:05:10 PM
Smith Sand & Gravel-Franklinton,LAAPS00006990 (AX69) Material Approved Uses
Gravel Base & Surface Course
Franklinton Granular Material for Subbase
Spec. Gravity-SSD = 2.52 Special Embankment (non-plastic)
Water Absportion = 2.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Franklinton (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/24/2017
Southern Aggregates, LLC-DenhamSprings,LA-Plant7APS00007030 (AY26) Material Approved Uses
Gravel Base & Surface Course
Plant #7 Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.52 Asphaltic Surface Treatment
Water Absportion = 1.8% Asphaltic Concrete
Sand (Friction Rating = III - Coarse Agg. Only)
Plant #7 Portland Cement Concrete
Spec. Gravity-SSD = 2.62
Water Absportion = 0.5%
Updated = 7/26/2018
T & D Sand & Gravel, LLC-Independence, LAAPS00007140 (AX96) Material Approved Uses
Gravel Base & Surface Course
Amite Granular Material for Subbase
Spec. Gravity-SSD = 2.53 Special Embankment (non-plastic)
Water Absportion = 2.2% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Amite (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/24/2017
Willis Sand & Gravel-Bogalusa, LAAPS00007490 (AB98) Material Approved Uses
Gravel Granular Material for Subbase
Sun Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.52 Asphaltic Surface Treatment
Water Absportion = 2.5% Asphaltic Concrete
Sand (Friction Rating = III - Coarse Agg. Only)
Sun Portland Cement Concrete
Spec. Gravity-SSD = 2.62
Water Absportion = 0.5%
Updated = 8/24/2017
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BMS, LLC - Amite, LAAPS00011340 (AY29) Material Approved Uses
Gravel Base & Surface Course
Amite Pit Granular Material for Subbase
Spec. Gravity-SSD = 2.52 Special Embankment (non-plastic)
Water Absportion = 2.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Amite Pit (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5% (Gravel from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Updated = 8/22/2017 (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Hard Rock Sand & Gravel LLC - Franklinton, LA - #1APS00011410 (AX75) Material Approved Uses
Gravel Base & Surface Course
#1 Franklinton Granular Material for Subbase
Spec. Gravity-SSD = 2.51 Special Embankment (non-plastic)
Water Absportion = 2.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
#1 Franklinton (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5% (Gravel from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Updated = 8/24/2017 (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Hunt Gravel - Franklinton, LAAPS00011460 (AY30) Material Approved Uses
Gravel Base & Surface Course
Franklinton Granular Material for Subbase
Spec. Gravity-SSD = 2.51 Special Embankment (non-plastic)
Water Absportion = 2.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Franklinton (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/24/2017
Industrial Mining Plant 5 - Tickfaw, LAAPS00011520 (AY31) Material Approved Uses
Gravel Base & Surface Course
Black Cat Pit Granular Material for Subbase
Spec. Gravity-SSD = 2.50 Special Embankment (non-plastic)
Water Absportion = 3.0% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Black Cat Pit (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/25/2017
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Madden Roseland, LA Gravel Pit - Roseland, LAAPS00011700 (AY34) Material Approved Uses
Gravel Base & Surface Course
Formerly Diamond B Granular Material for Subbase
Spec. Gravity-SSD = 2.52 Special Embankment (non-plastic)
Water Absportion = 2.1% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Formerly Diamond B (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5% (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
Formerly Diamond B
Updated = 1/26/2023
Southern Aggregates - Amite, LA - #9APS00011790 (AY32) Material Approved Uses
Gravel Granular Material for Subbase
Plant #9 Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.52 Asphaltic Surface Treatment
Water Absportion = 2.3% Asphaltic Concrete
Sand (Friction Rating = III - Coarse Agg. Only)
Plant #9 Portland Cement Concrete
Spec. Gravity-SSD = 2.62
Water Absportion = 0.5%
Updated = 8/6/2018
Bunch's Sand and Gravel #2 - Greensburg, LAAPS00011800 (AY33) Material Approved Uses
Gravel Granular Material for Subbase
Pit #2 Special Embankment (non-plastic)
Spec. Gravity-SSD = 2.53 Asphaltic Surface Treatment
Water Absportion = 1.8% Asphaltic Concrete
Sand (Friction Rating = III - Coarse Agg. Only)
Pit #2 Portland Cement Concrete
Spec. Gravity-SSD = 2.62
Water Absportion = 0.5%
Updated = 7/26/2018
Baldwin Redi-Mix Co. Inc.-Greensburg,H&LIsland PitAPS00011940 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.53 Granular Material for Subbase
Water Absportion = 1.8% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 7/26/2018 Portland Cement Concrete
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River Road Rock - Franklinton, LAAPS00012340 Material Approved Uses
Gravel Base & Surface Course
Mt. Hermon Pit Granular Material for Subbase
Spec. Gravity-SSD = 2.53 Special Embankment (non-plastic)
Water Absportion = 2.2% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Mt. Hermon Pit (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5% (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Updated = 8/24/2017
Tate Construction, LLC - Franklinton, LAAPS00012420 Material Approved Uses
Gravel Base & Surface Course
Tate Pit Granular Material for Subbase
Spec. Gravity-SSD = 2.52 Special Embankment (non-plastic)
Water Absportion = 2.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Tate Pit (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/24/2017
Industrial Aggregates, LLC - Covington, LA - #2APS00012510 Material Approved Uses
Gravel Base & Surface Course
Enon Plant #2 Granular Material for Subbase
Spec. Gravity-SSD = 2.55 Special Embankment (non-plastic)
Water Absportion = 1.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Enon Plant #2 (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5% (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Updated = 8/24/2017
Industrial Aggregates - Franklinton, LAAPS00012620 Material Approved Uses
Gravel Base & Surface Course
Pine Cliff Pit Granular Material for Subbase
Spec. Gravity-SSD = 2.50 Special Embankment (non-plastic)
Water Absportion = 2.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Pine Cliff Pit (Friction Rating = III - Coarse Agg. Only)
Spec. Gravity-SSD = 2.62 Portland Cement Concrete
Water Absportion = 0.5%
Updated = 8/24/2017
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Northern Sand & Gravel, L.L.C. - IndependenceAPS00013080 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.50 Granular Material for Subbase
Water Absportion = 2.4% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 4/29/2020 Portland Cement Concrete
R & S Dozer Service, LLC - FranklintonAPS00013250 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.53 Granular Material for Subbase
Water Absportion = 1.7% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 10/22/2021 Portland Cement Concrete - Gravel Only
L & C Gravel, LLC - Plant #6 - FlukerAPS00013390 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.53 Granular Material for Subbase
Water Absportion = 1.9% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 9/12/2019 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Southern Aggregates, LLC Plant 31 - FranklintonAPS00014300 Material Approved Uses
Gravel Granular Material for Subbase
Spec. Gravity-SSD = 2.55 Special Embankment (non-plastic)
Water Absportion = 1.5% Asphaltic Surface Treatment
Sand Asphaltic Concrete
Spec. Gravity-SSD = 2.62 (Friction Rating = III - Coarse Agg. Only)
Water Absportion = 0.5% Portland Cement Concrete
Updated = 7/16/2020 (Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
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Barriere Construction Co., LLC - Independence, LAAPS00014350 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.52 Granular Material for Subbase
Water Absportion = 2.5% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 7/15/2020 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires 30% Class F fly ash or 50% slag to mitigate)
Arcosa Aggregates - Pearl River Plant 1725APS00014410 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.48 Granular Material for Subbase
Water Absportion = 3.3% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 8/3/2022 Portland Cement Concrete
Cash Sand & Gravel, Inc. - Kemp Plant -D.S., LAAPS00014780 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.52 Granular Material for Subbase
Water Absportion = 2.1% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 10/5/2021 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
Barriere Construction Co. LLC - Miley PitAPS00014990 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.51 Granular Material for Subbase
Water Absportion = 2.2% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 2/22/2022 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
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Arcosa Aggregates - Plant LA 1349 - Pearl RiverAPS00015160 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.49 Granular Material for Subbase
Water Absportion = 3.5% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 5/4/2022 Portland Cement Concrete
Arcosa Aggregates - Plant LA 1341 - IndependenceAPS00015170 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.50 Granular Material for Subbase
Water Absportion = 2.5% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 5/4/2022 Portland Cement Concrete
Arcosa Aggregates - Plant LA 1345 - FranklintonAPS00015200 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.49 Granular Material for Subbase
Water Absportion = 2.5% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 5/4/2022 Portland Cement Concrete
Arcosa Aggregates - Plant LA 1340 - Denham SpringsAPS00015210 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.52 Granular Material for Subbase
Water Absportion = 2.1% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 5/4/2022 Portland Cement Concrete
Crawford Aggregate Industries - Cross PitAPS00015410 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.52 Granular Material for Subbase
Water Absportion = 2.2% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 3/12/2025 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
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Louisiana Aggregate Materials, LLC-DenhamSpringsAPS00015460 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.51 Granular Material for Subbase
Water Absportion = 2.5% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 2/18/2025 Portland Cement Concrete
(Sand from this source is potentially deleterious in Portland Cement Concrete mixes, requires mitigation by 30% Class F fly ash, 50% slag, or ternary blend of Class F fly ash and GGBFS with a minimum of 50% replacement)
Accardo Mining, LLC. - BogalusaAPS00015650 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.19 Granular Material for Subbase
Water Absportion = 2.3% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 3/12/2025 Portland Cement Concrete - Gravel Only
Candies Excavation, Inc. - FolsomAPS00015670 Material Approved Uses
Sand Only Granular Material for Subbase
Spec. Gravity-SSD = 2.62 Special Embankment (non-plastic)
Water Absportion = 0.5% Asphaltic Concrete
Updated = 1/12/2024
A-1 Aggregates - KSB Holdings, LLC - Mt. HermonAPS00015680 Material Approved Uses
Gravel Base & Surface Course
Spec. Gravity-SSD = 2.50 Granular Material for Subbase
Water Absportion = 2.6% Special Embankment (non-plastic)
Sand Asphaltic Surface Treatment
Spec. Gravity-SSD = 2.62 Asphaltic Concrete
Water Absportion = 0.5% (Friction Rating = III - Coarse Agg. Only)
Updated = 3/12/2025 Portland Cement Concrete - Gravel Only
M & M Gravel - FranklintonAPS00015890 Material Approved Uses
Gravel Base & Surface Course
Spec.
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