Regional Aggregates

Caliche Road Base & TxDOT Item 247: Specifications Guide

By Road Base Calculator Team • • Audited: November 4, 2026
✓ Technical Standard: Verified against AASHTO M147, ASTM C33 & State DOT specifications
Report a Data Variance →
Caliche Road Base & TxDOT Item 247: Specifications Guide

Across Central, South, and West Texas, as well as parts of New Mexico and Oklahoma, caliche is the undisputed backbone of regional road construction. From rural ranch roads and oilfield drilling pads to Texas Department of Transportation (TxDOT) secondary highways, caliche offers an economical, naturally cementitious flexible base.

In this technical guide, corroborated by Texas A&M Transportation Institute (TTI) aggregate research and ASTM C136, we examine the geological formation of caliche, TxDOT Item 247 engineering specifications, moisture requirements, and best installation practices for hot, semi-arid environments.


1. What is Caliche? Geological Origin & Chemistry

Caliche road base (governed by TxDOT Item 247 Type D) is a sedimentary aggregate formed from calcium carbonate (CaCO3) cemented gravel, sand, and clay quarried extensively across South and West Texas. When compacted at 7% to 9% optimum moisture, the calcium carbonate recrystallizes and cures into an economical, hard-crusting flexible base. Use our Texas Road Base Calculator to calculate TxDOT tonnage.

Caliche (pronounced kuh-lee-chee) is a sedimentary rock formed by the precipitation of calcium carbonate (CaCO3) within soil horizons in arid and semi-arid climates.

Geological Structure of Caliche Base

Unlike virgin crushed granite or basalt—which rely solely on geometric particle friction—caliche possesses a unique self-cementing chemical mechanism:

  1. When caliche is crushed, spread, and conditioned with water, fine calcium carbonate particles dissolve slightly into a mild slurry.
  2. Under high-energy compaction (pneumatic-tire or heavy vibratory rollers), the slurry fills microscopic voids between limestone fragments.
  3. As the base cures and dries under the Texas sun, the calcium carbonate recrystallizes, chemically cementing the aggregate into a dense, semi-rigid pavement crust.

2. TxDOT Item 247 Specification Grades

The Texas Department of Transportation governs flexible base materials under TxDOT Standard Specifications Item 247 (“Flexible Base”). It divides materials into specific Grades based on strength, plasticity, and durability:

Caliche Sieve Analysis & Particle Distribution
TxDOT Specification PropertyGrade 1-2 (Highway & Commercial)Grade 3 (County & Ranch Road)Grade 4 (Non-Spec / Private Driveway)
Master Sieve Top Size1-3/4 in (45 mm) Max1-3/4 in (45 mm) MaxVaries by pit
Retained on 7/8 in Sieve10% – 35%10% – 35%Unregulated
Retained on #4 Sieve45% – 75%45% – 75%Variable
Retained on #40 Sieve70% – 85%60% – 85%Variable
Max Liquid Limit (LL)35 – 4040 – 45None
Max Plasticity Index (PI)Max 10 – 12Max 15None
Min Compressive Strength35 – 45 psi (at 0 psi lateral)Not SpecifiedPit-run
Wet Ball Mill Max DegradationMax 40% – 45%Max 50%None

Contractor Note: When ordering for a residential or commercial driveway, always request TxDOT Item 247 Grade 1 or Grade 2 Flexible Base. Grade 3 or uncertified “pit-run” caliche contains excessive unbonded plastic clay, which turns into slick, wheel-spinning mud during heavy Texas downpours.


3. Caliche Density, Moisture & Compaction Rules

Due to its chalky, porous nature, caliche has a lower unit weight than heavy crushed granite or basalt:

Measurement TypeCaliche Base DensityCrushed Limestone DensityCrushed Granite Density
Loose Delivered Weight1.35 – 1.45 tons/yd³1.50 – 1.58 tons/yd³1.55 – 1.65 tons/yd³
Compacted In-Place Density1.70 – 1.85 tons/yd³1.82 – 1.95 tons/yd³1.90 – 2.05 tons/yd³
Bulk Dry Unit Weight125 – 135 lbs/cu ft135 – 145 lbs/cu ft140 – 150 lbs/cu ft
Optimum Moisture Content (OMC)8.0% – 12.0%5.5% – 7.5%4.5% – 6.5%

Why Caliche Requires More Water

Because porous caliche aggregates absorb water internally into their calcium carbonate structure, they require a higher moisture content (8% to 12%) during rolling than standard limestone. If rolled dry, the surface will “dust out” and ravel quickly under tire traffic.


4. Caliche vs. Crushed Limestone: Pros and Cons

CriteriaTxDOT Caliche BaseCrushed Limestone (Type D)
Quarry Material Cost$12 – $22 per ton (Very affordable)$26 – $42 per ton
Haul Distance in Central/West TXLocal pits within 15–25 milesRail-head or 50+ mile haul
Dry Weather StrengthExtremely high (bonds like concrete)High (frictional interlock)
Wet Climate PerformanceModerate (vulnerable if unsealed)Superior (low moisture sensitivity)
Dust GenerationModerate to high (produces white dust)Low to moderate

5. Best Practices for Caliche Driveway Construction

  1. Subgrade Stabilization: In expansive black clay regions of Texas (such as the Houston/Austin I-35 corridor), install a heavy woven geotextile fabric beneath the caliche to prevent plastic clay intrusion.
  2. Build a 2% Drainage Crown: Water is caliche’s primary enemy. Ensure water sheds immediately to road ditches so it cannot pond on the surface.
  3. Pneumatic (Rubber-Tire) Proof Rolling: After initial steel drum vibratory passes, finish caliche roads with a multi-wheel pneumatic rubber-tire roller. The kneading action of rubber tires draws the fine calcium carbonate slurry to the surface, creating a smooth, sealed protective crust.
  4. Surface Sealing: For maximum longevity, apply a Two-Course Surface Treatment (Chip-Seal) using asphalt emulsion and Grade 4 crushed limestone cover stone.

Calculate precise material requirements for Texas projects using our Road Base Calculator Texas and Caliche Calculator.

Road Base Calculator Standards & Editorial Desk

Standards-Based

All mathematical models, dry densities, and lift schedules published on Road Base Calculator are derived directly from published civil engineering standards: AASHTO M147, ASTM C33 / D2940, ASTM D698 / D1557, and state DOT specifications. Read our Methodology and our Editorial & Review Policy. Have a quarry test report or correction? Submit a correction.

• AASHTO M147 Compliant • ASTM C136 Sieve Analysis • ASTM D698 / D1557 Proctor Compaction • State DOT Calibrated (TxDOT, Caltrans, VDOT, CDOT)
Specialized Hubs

Material & Application Specific Calculators

Access dedicated estimating pages tailored to specific quarry materials, regional state specifications, and project foundations.