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Laboratory CBR Testing for Road and Pavement Projects in Arlington

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The subgrade under Cooper Street and the soils out near Lake Arlington behave nothing alike. You get stiff Eagle Ford shale in some pockets, and then a stretch of sandy loam that turns to mush after a good North Texas rain. That difference is exactly why a standard Proctor number alone won't cut it for pavement design. The laboratory CBR test gives you a direct measure of the soil's bearing capacity under controlled moisture and density conditions, which is what really matters when you're laying down asphalt or concrete that has to survive 100-degree summers, flash floods, and the constant truck traffic on I-20 frontage roads. Our team runs both soaked and unsoaked California Bearing Ratio tests on remolded samples, following the AASHTO T 193 procedure step by step.

A soaked CBR value of 6 versus 12 changes your pavement section by three inches of asphalt, and in Arlington that can mean fifty thousand dollars difference on a commercial parking lot.

Methodology and scope

The Texas Department of Transportation specification Item 120 and the ASTM D1883 standard are the backbone of every CBR test we perform in Arlington. Why does that matter here specifically? Because the expansive clay seams running through Tarrant County can lose 60% of their strength just from moisture migration under a pavement section. If your lab runs a quick unsoaked CBR and calls it a day, you might end up with a design value of 15 when the real-world soaked strength is closer to 4. We compact specimens at optimum moisture from a modified Proctor, soak them for 96 hours with a surcharge weight simulating the pavement structure, and measure penetration resistance at 0.1-inch intervals. Before the CBR phase, we often recommend a grain-size analysis and Atterberg limits on the same sample so you understand the plasticity index and gradation driving the bearing ratio number.
Laboratory CBR Testing for Road and Pavement Projects in Arlington
Technical reference image — Arlington

Local geotechnical context

Tarrant County sits on the Woodbine Formation, a Cretaceous sandstone and shale unit that weathers into highly plastic clay residuum across much of Arlington. The natural moisture content in these clays often sits near the plastic limit during dry months, but a single wet construction season can push it past the liquid limit, cutting the soaked CBR to less than 3. That puts your pavement structure at risk of rutting, alligator cracking, and base failure within the first two years. A laboratory CBR test run at the target density and worst-case moisture scenario reveals this weakness before the asphalt plant ever fires up. We see projects around the Viridian and Lake Arlington areas where the difference between a properly soaked CBR and a quick field estimate translates into an extra 30% on the pavement budget.

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Typical values

ParameterTypical value
Standard test methodASTM D1883 / AASHTO T 193
Sample preparationRemolded at modified Proctor (ASTM D1557)
Soaking period96 hours under surcharge weights
Swell measurementPercent swell recorded during soaking
Penetration piston1.954 in² area, 0.05 in/min rate
Moisture controlOptimum and ±2% offset points
Reported valuesCBR at 0.1" and 0.2" penetration

Complementary services

01

Standard Soaked CBR

One-point CBR test at optimum moisture with 96-hour soaking and swell measurement. Includes compaction curve correlation. The most requested test for TXDOT subgrade verification and City of Arlington pavement submittals.

02

Three-Point CBR Family

CBR tests at optimum, dry of optimum, and wet of optimum moisture content. Builds the full strength-versus-moisture envelope so your pavement engineer can model worst-case scenarios for drainage design.

03

CBR with Complete Soil Suite

Bundled testing: grain-size distribution, Atterberg limits, sulfate content, and soaked CBR on the same Shelby tube or bag sample. One report, one sample chain of custody, faster submittal for Arlington permitting.

Relevant standards

ASTM D1883: Standard Test Method for California Bearing Ratio (CBR) of Laboratory-Compacted Soils, AASHTO T 193: The California Bearing Ratio, ASTM D1557: Modified Proctor Compaction, TXDOT Item 120: Subgrade Preparation, ASTM D2487: Unified Soil Classification System

Quick answers

How much does a laboratory CBR test cost in Arlington?

A standard one-point soaked CBR test in our Arlington lab runs between US$130 and US$230, depending on whether you need a three-point family, additional moisture content points, or expedited turnaround. We quote a firm price once we know the sample condition and the number of molding points required.

What is the difference between soaked and unsoaked CBR?

An unsoaked CBR tells you the strength at the compaction moisture content right after molding, which is optimistic for most Arlington soils. A soaked CBR simulates the subgrade after prolonged wet weather or a rising water table by submerging the specimen for 96 hours under surcharge weights. The soaked value is almost always lower, and it is the number used for pavement thickness design per AASHTO 93.

Can you run a CBR test on aggregate base material?

Yes, we test crushed limestone base, flex base, and recycled concrete aggregate for CBR. The procedure is the same AASHTO T 193, but the compaction energy may shift to a modified Proctor and we use a larger surcharge weight to represent the structural pavement section. Base materials in Arlington quarried from the Whitestone formation typically yield CBR values above 80 when properly graded.

How long does a laboratory CBR test take from sample drop-off to report?

A standard soaked CBR test requires four days for the soaking phase alone, plus compaction, setup, and penetration testing. Typical turnaround in our Arlington lab is six to seven business days. We can expedite to five days for an additional fee if your paving schedule is tight and the sample is already in-house.

Location and service area

We serve projects across Arlington and surrounding areas. More info.

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