Fill – Hardpac 3/8″ Minus Crushed Limestone Fines

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Limestone fines from Pelican Point can be an ideal choice for placement in applications such as footpaths or other trails where a smaller top size would be ideal.

Sieve Results

Sieve Size% Passing
9.5 mm (3/8")100
6.3 mm (1/4")87
4.75 mm (No.4")73
2.36 mm (No. 8)48
1.18 mm (No. 16)33
0.600 mm (No. 30)24
0.300 mm (No.50)18
0.150 mm (No.100)14
0.075 mm (No.200)10.8

Test Results

Physical Properties
C 29T19Unit WeightUnit Weight, lbs./cu.ft.114.0
D1557T180Modified ProctorMax. density, lbs./cu.ft139.5
Optimum Moisture7.4%
D698T99Standard ProctorMax. density, lbs./cu.ft129.5
Optimum Moisture10.4%
D4318T89/90Liquid/Plastic LimitLiquid Limit0
Plastic Limit0
Plasticity IndexNP
C 128T84Fine Specific Gravity & AbsorptionBulk Specific Gravity (dry)2.599
Bulk Specific Gravity, SSD2.599
Apparent Specific Gravity2.735
D2419T176Sand EquivalentSand Equivalent69%
C 88T104SoundnessCoarse Soundness Loss%
Magnesium No. of Cycles
Fine Soundness Loss0.8%
Magnesium No. of Cycles5%
C 1252T304Fine Aggregate AngularityUncompacted Voids45.6%
Method C (as received material)%
C40T21Organic ImpuritiesCoarse Aggregate%
Fine AggregateLighter Plate 1%
C142T112Clay / Friable ParticlesCoarse Aggregate%
Fine Aggregate0.0%
C123T113Lightweight PiecesCoarse Aggregate%
Fine Aggregate0.0%

Fill – Structural A-1-a fill graded to a 2” minus

Structural A-1-a fill graded to a 2” minus.

Roadbase – 1.5” UTBC

High-quality roadbase that meets stringent UDOT specifications as well as demanding commercial applications.

Rock – Boulders

Angular boulders for use in retaining walls, water features or other landscape improvements.

Rock – Unwashed, 1.5″ Maximum

Used for many of the same functions as the smaller diameter ¾” Max rock, but where a coarser rock is specified or desired.

Rock – Unwashed, 3/4″ Maximum

Used for various backfill and bedding applications as well as underneath concrete slabs or ground cover for gravel driveways, this angular and durable rock meets a core need on many construction projects.