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SceneFactory-3D: Lifting 2D Traffic Scenes into 3D Physical Counterfactuals for Scalable Physically Grounded Safety Evaluation
Yicheng Zhu, Linfeng Tian, Tianmu Zhao, Yang Chen, Fan Zuo, Tao Li, Zilin Bian
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Status: succeeded | Model: Gemma-4-26B-A4B | Prompt: intel-v1 | Confidence: 91%
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Summary
The paper introduces SceneFactory-3D, a GPU-batched, physics-grounded multi-agent driving simulator that lifts 2D traffic scenes into 3D physical counterfactuals. Unlike traditional simulators that use kinematic rules, SceneFactory-3D models tire-road interface physics, including spatially varying friction, 3D heightfields, and rigid contact, allowing for scalable evaluation of how adverse road conditions affect vehicle controllers. The authors demonstrate the system's utility by conducting an empirical study on 1,024 matched worlds, showing that reduced friction significantly decreases safe task completion rates and increases near-collisions across learned and classical vehicle policies.
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Yicheng Zhu → affiliatedwith → Rochester Institute of Technology
confidence 95% · Yicheng Zhu Affiliation: Rochester Institute of Technology
Tianmu Zhao → affiliatedwith → New York University
confidence 95% · Tianmu Zhao Affiliation: New York University
Linfeng Tian → affiliatedwith → City University of Hong Kong
confidence 95% · Linfeng Tian Affiliation: City University of Hong Kong
Zilin Bian → affiliatedwith → Rochester Institute of Technology
confidence 95% · Zilin Bian Affiliation: Rochester Institute of Technology
Tao Li → affiliatedwith → City University of Hong Kong
confidence 95% · Tao Li Affiliation: City University of Hong Kong
Fan Zuo → affiliatedwith → New York University
confidence 95% · Fan Zuo Affiliation: New York University
Yang Chen → affiliatedwith → Rochester Institute of Technology
confidence 95% · Yang Chen Affiliation: Rochester Institute of Technology
SceneFactory-3D → builton → Isaac Lab
confidence 95% · SceneFactory-3D inherits its GPU-batched, Isaac Lab-based design
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Abstract
Abstract:Scalable driving simulators typically execute vehicle commands using prescribed behavioral or kinematic rules, overlooking the physics of tire-road interfaces, thereby limiting their ability to capture how adverse road and environmental conditions alter vehicle execution and propagate through traffic. To address this limitation, we present SceneFactory-3D, a GPU-batched, physics-grounded multi-agent driving simulator. Vehicles execute acceleration and steering commands via suspension- and friction-limited forces evaluated at each wheel-contact point. Spatially varying friction, per-world 3D heightfields, gravity, and rigid contact consistently govern wheel motion and chassis collisions. Per-world terrain isolation and GPU batching enable SceneFactory-3D to run matched physical counterfactuals in parallel: traffic scenario setup and vehicle controllers remain fixed while only the road condition changes, enabling the resulting closed-loop effects to be evaluated across parallel worlds. To demonstrate the advantage of the SceneFactory-3D-enabled counterfactual evaluation, we conduct an empirical study on vehicle controllers' sensitivity to road conditions. We study three learned-policy families on 1,024 matched 12-vehicle worlds per condition, and two classical planners on a shared 32-world subset, across 21 friction and grade conditions. When friction drops from 1.0 to 0.18, the share of vehicles that clear the work zone safely falls by 6 to 90 percentage points across learned policies (18-19 for classical planners), and near-collision situations become more frequent for every learned policy. Code: this https URL
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- Source: https://arxiv.org/abs/2610.02874v1
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SceneFactory-3D: Lifting 2D Traffic Scenes into 3D Physical Counterfactuals for Scalable Physically Grounded Safety Evaluation Yicheng Zhu Affiliation: Rochester Institute of Technology Linfeng Tian Affiliation: City University of Hong Kong Tianmu Zhao Affiliation: New York University Yang Chen Affiliation: Rochester Institute of Technology Fan Zuo Affiliation: New York University Tao Li Affiliation: City University of Hong Kong Zilin Bian Affiliation: Rochester Institute of Technology Abstract Scalable driving simulators typically execute vehicle commands using prescribed behavioral or kinematic rules, overlooking the physics of tire-road interfaces, thereby limiting their ability to capture how adverse road and environmental conditions alter vehicle execution and propagate through traffic. To address this limitation, we present SceneFactory-3D, a GPU-batched, physics-grounded multi-agent driving simulator. Vehicles execute acceleration and steering commands via suspension- and friction-limited forces evaluated at each wheel-contact point. Spatially varying friction, per-world 3D heightfields, gravity, and rigid contact consistently govern wheel motion and chassis collisions. Per-world terrain isolation and GPU batching enable SceneFactory-3D to run matched physical counterfactuals in parallel: traffic scenario setup and vehicle controllers remain fixed while only the road condition changes, enabling the resulting closed-loop effects to be evaluated across parallel worlds. To demonstrate the advantage of the SceneFactory-3D-enabled counterfactual evaluation, we conduct an empirical study on vehicle controllers’ sensitivity to road conditions. We study three learned-policy families on 1,024 matched 12-vehicle worlds per condition, and two classical planners on a shared 32-world subset, across 21 friction and grade conditions. When friction drops from 1.0 to 0.18, the share of vehicles that clear the work zone safely falls by 6 to 90 percentage points across learned policies (18–19 for classical planners), and near-collision situations become more frequent for every learned policy. Code: https://github.com/SmallWorldLab/SceneFactory_3D 1 Introduction Traffic simulation makes large interactive experiments tractable by skipping some physics-grounded modeling. For example, a car-following law or a prescribed kinematic rule scales thousands of vehicle interactions at low cost (Lopez et al., 2018; Treiber et al., 2000; Gulino et al., 2023; Kazemkhani et al., 2025). However, such rules also fix how vehicle control execution responds to the physical environment: once a vehicle has decided to brake or merge, the motion it realizes follows exactly the prescribed rule, which is detached from the underlying physics when the adverse road conditions affect vehicle control execution, resulting in a widening sim2real gap. To motivate the integration of vehicle-environment interacting physics with driving and traffic simulations, consider a temporary lane closure planned for winter in a city such as Rochester. Although the proposed merge path may remain geometrically feasible on a low-friction road, vehicles’ ability to follow that path, e.g., to brake safely for one another, depends on the physical conditions at the tire–road interface. If one vehicle cannot complete the merge as intended, it may alter the behavior and trajectory of every vehicle behind it, potentially changing the traffic outcome. A credible evaluation, whether for self-driving testing or traffic management and planning, must therefore capture how the same scenario and controllers perform under different road conditions. Without this physical modeling, the simulation may substantially overestimate safety and traffic efficiency when adverse conditions affect vehicle dynamics. While existing work accounts for physical friction in 2D planar driving simulations, comprehensive physics-grounded vehicle–environment interactions go beyond what these two-dimensional models can faithfully represent. Planar single-track models can enforce friction limits through tire-force constraints and friction-circle checks (Althoff et al., 2017; CommonRoad, n.d.), but they do not explicitly capture how three-dimensional road geometry and gravity affect wheel-level contact. Road grade, banking, and elevation change the normal force at each wheel and, consequently, the friction available to the vehicle. These effects become especially important when friction varies across the wheels of a vehicle or between lanes across diverse terrains. To support efficient and scalable simulation of many interacting vehicles across parallel 3D worlds with underlying physics, we present SceneFactory-3D, a GPU-batched simulator that extends SceneFactory (Zhu et al., 2026), a GPU-vectorized Isaac Lab platform whose articulated vehicles drive on flat roads with only a planar friction mechanism. SceneFactory-3D replaces the default vehicle model with a custom tire-force model evaluated at each wheel–road contact. It supports spatially varying friction patches and a separate terrain heightfield for each parallel world. Wheel-contact queries, terrain preview, and chassis collisions all reference the same heightfield, ensuring a consistent representation of the physical environment. Finally, a canonical-route interface provides classical and learned controllers with the same geometric route reference. As a physics-grounded and GPU-batched 3D platform, SceneFactory-3D makes matched physical environment counterfactuals practical at scale. From the same traffic scene, initial state, routes, and controller population, it instantiates parallel counterfactual worlds that differ only in their physical road conditions. This design makes three factors directly controllable: where a physical condition occurs relative to a planned maneuver, whether the controller observes that condition, and how its effect on one vehicle propagates through interacting traffic. We demonstrate this capability using route-conditioned policies trained with PPO (Schulman et al., 2017). We compare a policy trained on nominal roads with two continued-training variants exposed to diverse terrain as well as two classical planners, across 21 physical conditions. Although terrain randomization and privileged physical context are established techniques (Peng et al., 2018; Kumar et al., 2021; Yu et al., 2017), SceneFactory-3D enables their separation and evaluation via matched counterfactual worlds. Across 1,024 matched worlds per learned policy and condition, reduced friction degraded task completion for every controller, propagated to vehicles traveling in the unchanged lane, and was not anticipated by the preview-enabled policy. The magnitude of these effects varied more across training seeds than across training regimes, while the tested grades affected only a few policies. In summary, our contributions are as follows. Section 2 highlights our unique contributions by comparing SceneFactory-3D with prior efforts on driving simulation, co-simulation frameworks, and learning-based driving and vehicle controls using simulations. 1. SceneFactory-3D: a GPU-batched physics-grounded multi-agent driving simulator where Per-wheel forces and rigid contact couple vehicle motion to spatially varying friction and 3D terrain. Per-world terrain ownership keeps wheel queries, observations, and collisions physically consistent. 2. A matched physical-counterfactual evaluation framework. SceneFactory-3D creates matched counterfactual worlds that differ only in road conditions and 2D-to-3D geometry differences, enabling controlled comparisons across classical and learned vehicle controllers in terms of physical behaviors and safety risks. 3. An empirical study of vehicle controller sensitivity to road physics. Across 21 friction and grade conditions, we evaluate two classical planners and three learned-policy families that separate terrain-diverse training from explicit terrain preview. When friction drops from 1.0 to 0.18, the share of vehicles that clear the work zone safely falls by 6 to 90 percentage points across learned policies (18–19 for classical planners), and near-collision situations become more frequent for every learned policy. Figure 1: SceneFactory-3D overview. (A) Capability levels of representative simulators on six axes (inner ring 0 to outer ring 2; criteria in Appendix A). SceneFactory-3D is the only system shown at the top level for parallel worlds, interactive traffic, force-based execution, spatial road physics and matched interventions; Chrono offers more vehicle and terrain detail. (B) One planar scene is instantiated as matched 3D worlds that differ only in road physics, so each changed world is a counterfactual of the reference. (C) Each counterfactual is compared with its reference on task outcome, interaction safety and vehicle response. 2 Related Work Traffic and driving simulators differ less in whether they recognize road conditions than in which transition law executes a vehicle’s commands. Microscopic traffic simulators such as SUMO move vehicles with behavioral models of car-following and lane changing (Lopez et al., 2018); the original Intelligent Driver Model study represents road inhomogeneities such as uphill gradients through modified driver parameters (Treiber et al., 2000). Accelerator-based simulators extend this trade to learning at scale: Waymax advances agents with kinematic bicycle or position-delta dynamics, and GPUDrive by default with a kinematic bicycle model, over compact state (Gulino et al., 2023; Kazemkhani et al., 2025); neither has tire forces or a friction limit. Planar dynamic models occupy the middle ground. CommonRoad provides point-mass, kinematic and dynamic single-track and multi-body vehicle models, and checks trajectories against a friction circle (Althoff et al., 2017; CommonRoad, n.d.). Every simulator takes friction as an input; the relevant distinction is between prescribing a behavioral response to the road and computing execution through an explicit force and contact model. Driving environments built on physics engines compute execution in this way, with different arrangements of the surrounding traffic. CARLA simulates vehicles in a game-engine physics model with localized friction triggers and an optional hybrid mode, off by default, that teleports distant background vehicles (Dosovitskiy et al., 2017; CARLA, n.d.a; CARLA, n.d.b); SUMMIT extends it with a velocity-space model of massive mixed traffic (Cai et al., 2020); SMARTS combines Bullet-simulated vehicles of interest with SUMO background traffic (Zhou et al., 2021); and MetaDrive composes diverse scenarios on a physics simulator (Li et al., 2023b). Chrono::Vehicle offers detailed subsystems, several tire models and deformable terrain (Project Chrono Development Team, n.d.; Tasora et al., 2016), and SynChrono distributes interacting agents across compute nodes (Project Chrono, n.d.), an architecture different from batching many worlds in one accelerator process. Figure 1A and Appendix A compare the capabilities we could verify. Several recent systems are closer to our motivation. SceneFactory batches articulated PhysX vehicles on flattened roads converted from the Waymo Open Motion Dataset, maps weather to one friction coefficient per world, and compares policies with and without a weather-context input (Zhu et al., 2026); its own limitations name flat geometry and spatially uniform friction. Its two policies differed both in wet-road training exposure and in the context input, whereas our learned arms separate these factors. SceneFactory-3D inherits its GPU-batched, Isaac Lab-based design and replaces the vehicle, road and evaluation layers (Appendix Table 3). μ -GS couples friction and road-elevation edits to the response of a single ego vehicle, modeled as a half-car with a Burckhardt tire curve, to synthesize consistent driving video (Chen et al., 2026); it involves no traffic interaction, and SceneFactory-3D shares neither its vehicle model nor its rendering. MultiDrive co-simulates CommonRoad scenarios in the BeamNG.tech simulator and reports discrepancies between a motion planner’s intended and executed behavior (Kaufeld et al., 2025). Converting scenarios between simulators, executing them with richer physics, and comparing intended with realized motion are thus established. ScenarioNet likewise converts real-world driving logs into interactive simulation scenarios (Li et al., 2023a). Our emphasis is a batched workflow in which physical interventions are authored, matched and repeated across many interacting vehicles and learned controllers. On the learning side, training under randomized dynamics (Peng et al., 2018) and conditioning a policy on physical parameters, either given or inferred (Yu et al., 2017; Kumar et al., 2021; Li et al., 2023c), are established tools; contextual reinforcement learning formalizes when such context must be observed (Benjamins et al., 2023; Martinez et al., 2026). Friction preview has also been used explicitly in model-predictive trajectory tracking (Gao et al., 2022). Our terrain-trained arm without preview corresponds to randomization with latent context, and our preview arm to privileged explicit context, both for a feed-forward policy. What the simulator adds is control over the spatial placement of the physical context, over the interacting population that experiences it, and over matched execution of the same scenario. Closed-loop planning benchmarks such as nuPlan evaluate a planner by the traffic outcomes its decisions produce (Caesar et al., 2021); our experiments hold the scenario and controller population fixed while the physical world changes. 3 Problem Setting A controlled physical-execution experiment separates three inputs that a simulator normally fuses: the scenario, the controllers, and the physical road. A scenario q comprises the planar road layout, a route rir_i for each of the M vehicles, the vehicle models, and the initial state x0x_0. The initial state includes chassis pose and velocity, wheel spin (set to rolling without slip), steering and suspension state, each controller’s held command and internal state, and each vehicle’s progress along its route. A physical condition p specifies the road’s height field and friction patches. A controller assignment π=(π1,…,πM)π=( _1,…, _M) gives the policy of every vehicle; in our benchmark all M vehicles run the same controller with shared parameters. A rollout is ui,t=πi(oi(xt,q,p)),xt+1=Fθ,p(xt,ut),τ(q,π,p)=(x0,u0,x1,…),u_i,t= _i\! (o_i(x_t,q,p) ), x_t+1=F_θ,p(x_t,u_t), τ(q,π,p)=(x_0,u_0,x_1,…), (1) where θ holds fixed vehicle and numerical parameters. The physical condition enters in two places: it always shapes the transition Fθ,pF_θ,p, and it enters the observation oio_i only for controllers given physical inputs. In our evaluation both the transition and every controller are deterministic (learned policies act with the mean of their action distribution), so a rollout is a function of (q,π,p)(q,π,p) up to floating-point effects. For an outcome M and reference condition p0p_0, the physical contrast is ΔpM(q,π)=M(τ(q,π,p))−M(τ(q,π,p0)). _pM(q,π)=M\! (τ(q,π,p) )-M\! (τ(q,π,p_0) ). (2) It is the total closed-loop effect of the intervention within the simulator. Only q and π are held fixed. Commands and trajectories diverge afterward: a vehicle that slides on a low-grip patch changes what its own controller and its neighbors do next, and, for a controller with physical inputs, the changed observation adds a second pathway. Averaging ΔpM _pM over scenarios drawn from a generator gives a paired comparison of the kind that common random numbers make efficient in stochastic simulation (Glasserman and Yao, 1992); pairing is not by itself a new causal method, and interpreting a contrast for a real road additionally requires validating the model. Comparing controller assignments instead fixes p and varies π. Because every vehicle switches controller together, that comparison is between population regimes, not an estimate of one vehicle’s skill against fixed surrounding traffic. Equation 2 requires only identical (q,π)(q,π) on both sides and a transition that depends on p; it can be evaluated sequentially or with a lower-dimensional model. Our implementation choices serve the questions of Section 2 and the evaluation budget: the road acts through per-wheel forces and contact; routes are defined without reference to any controller; batched worlds evolve under their own p without interacting; and the product of scenes, conditions, controllers and seeds must fit on one accelerator. Section 4 describes each. 4 SceneFactory-3D SceneFactory-3D implements the design choices of Section 3 with four mechanisms, described in the order a rollout uses them: canonical routes give every controller the same reference; a force-based vehicle model makes the road part of the dynamics; per-world terrain ownership keeps paired worlds separate; and GPU batching makes the combinatorial evaluation practical. 4.1 Canonical routes A canonical route is a planar path planned once from the road layout, without reference to any controller: r(u)=c(u)+o(u)n(u)r(u)=c(u)+o(u)\,n(u), where c is the road reference line, n its normal, and o a lateral offset profile. Lane following uses a constant offset; a merge blends two lane offsets with the quintic 10t3−15t4+6t510t^3-15t^4+6t^5, which has zero curvature at both ends. Routes are resampled at 0.5 m of arc length and checked for continuity, drivable bounds, 1.2 m clearance from the closed lane, and curvature below 0.0139 m-1, a budget derived from the vehicle’s speed-dependent steering limit (Appendix D). These checks concern the path alone. Whether it can be executed at a given speed and friction level, or by several vehicles at once, is what the experiment measures. Every controller receives its route, route-relative samples ahead of the vehicle and the current traffic state, and returns a longitudinal acceleration and a normalized steering command. The route is therefore a shared spatial reference, not a shared trajectory: controllers choose speed, gaps and timing, and the proposal-based planner may track lateral offsets of ±1± 1 m around it. No route deviation invalidates a vehicle by itself; validity is defined by the outcome rules of Section 5. Route arc length, curvature and preview distances are planar quantities, and on sloped terrain the vehicle’s position is projected onto the plane. 4.2 Vehicle and road model Each vehicle is a free rigid chassis with four raycast suspension legs and rotating wheels. Newton integrates the chassis and resolves chassis contacts; a custom Warp kernel computes, at every 240 Hz step, suspension, tire, drive, brake, steering and drag forces and applies them to the chassis (Newton, n.d.; Macklin, 2022). At wheel j, a ray along the chassis down axis finds the road; the spring–damper load is Fz,j=max(0,kδj−cδ˙j)F_z,j= (0,\,k _j-c\, δ_j) plus a stiffer bump stop, and the contact frame is aligned with the surface normal. With contact-frame slip velocities (vx,vy)(v_x,v_y), wheel speed ω and radius R, the tire forces are Fx=kx(Rω~−vx),Fy=−Cαatan2(vy,max(|vx|,2)),‖(Fx,Fy)‖≤μvehicleμsurface(cj)Fz,j, gatheredF_x=k_x\,(R ω-v_x), F_y=-C_αatan2\! (v_y, (|v_x|,2) ),\\ \|(F_x,F_y)\|≤ _vehicle\, _surface(c_j)\,F_z,j, gathered (3) where kx=70,000/max(|vx|,2)k_x=70,000/ (|v_x|,2) N s/m regularizes the longitudinal slip stiffness, ω~ ω is the wheel speed advanced implicitly with drive and brake torques, and Cα=55,000C_α=55,000 N/rad. When the combined force exceeds the bound, both components are scaled onto it; rolling resistance shares the same budget, and the wheel speed is updated with the resulting reaction torque. This is a linear-slip, arctangent-slip-angle approximation with friction-circle saturation, not a Magic Formula or brush model (Pacejka, 2012); the vehicle grip factor is μvehicle=1.05 _vehicle=1.05. Commands pass through one actuation bridge shared by all controllers: a requested acceleration a becomes throttle min(1,max(0,a/4.91)) (1, (0,a/4.91)), where 4.91 m/s2 is the drive-torque limit divided by RmRm, or brake min(1,max(0,−a/8)) (1, (0,-a/8)), and normalized steering sets a rate-limited target angle that shrinks with speed. Requested acceleration is therefore not the realized acceleration, and a requested deceleration or turn is realized only as far as the road’s grip allows. Appendix B lists all parameters, clamps and the integration sequence. Road conditions are authored as per-world heightfields and friction patches (discs or rotated rectangles, with later patches taking precedence). Friction changes the bound in Equation 3 at the contact point of each wheel; height changes contact geometry and the component of gravity along the road. Condition parameters describe surface grip and grade; they are not a weather model. Appendix C verifies that each benchmark condition reaches the wheel contacts. 4.3 World isolation and matching A matched experiment runs the reference and changed conditions, and many scenes of each, side by side. All worlds share one batched simulation model with world-indexed bodies and collision shapes; collisions are resolved within a world and never between worlds. The road must also mean the same thing to every physical subsystem of a world: wheel rays, route and preview queries, and chassis collision geometry all resolve the terrain variant assigned to that world; updating wheel queries while chassis colliders kept a shared terrain would silently mix two physical worlds, a failure mode the terrain checks exclude (Appendix C). Worlds that use the same variant share its geometry. Terrain is fixed when an environment is constructed and retained across resets, and a partial reset restores the dynamic state of the affected world alone. Each run records scenario and route digests, the physical initial state, the terrain hash, controller and checkpoint identity, and timing settings. Before a comparison is admitted, a matching check requires the paired runs to differ only in the fields of the declared intervention axis: terrain for a physical contrast, controller for a controller contrast. Matching is established at initialization only: the interface does not branch a running traffic state, and trajectories then diverge through feedback and interaction, as Equation 2 intends. 4.4 GPU batching The benchmark in Section 5 comprises about 259,000 twelve-vehicle world rollouts, so SceneFactory-3D steps all worlds together on the GPU: an Isaac Lab DirectRLEnv (Mittal et al., 2025) runs Newton’s XPBD solver (Isaac Lab, n.d.; Newton, n.d.; Macklin et al., 2016) without rendering, with CUDA graphs, 240 Hz physics and 60 Hz actuation; controllers may decide less often and hold their commands. Scene construction and some controllers run on the CPU. Existing checks cover up to 64 distinct terrains in one batch; the throughput and memory study of Section 6 measures the cost of scale. 5 Experimental Setup The benchmark instantiates the contrast of Equation 2 with one driving task, one set of canonical routes, five controller regimes and a matrix of 21 physical conditions, evaluated on matched worlds (Figure 2). Figure 2: Controller construction and matched evaluation. (A) Each of four nominal PPO parents is kept frozen (Frozen L0) or continued on terrain-diverse training scenes without (L0-T) or with (L1) a friction and grade preview. (B) All controllers share route and traffic inputs, the actuation bridge and batched physics. (C) The held-out closure task runs on a reference road and on matched counterfactual roads with a low-friction patch, a slope, or combined. Task and routes. Each world is a straight two-lane road whose right lane closes at x=150x=150 m. Of its 12 vehicles, five start in the closing lane and follow a route that merges into the open lane between 50 and 110 m; seven follow the open lane. Worlds differ in initial positions and speeds, the speed of the open-lane stream (2–8 m/s), the presence of a closing-lane leader, and per-vehicle driver presets. The presets set headway, minimum gap and acceleration limits for IDM-17 only; the learned policies and PDM-Closed-17 do not read them. In every world, all 12 vehicles are driven by the evaluated controller with shared parameters and execute through the physical vehicle model, so a vehicle that slides or brakes late changes the situation of its neighbors through the same dynamics. Episodes last 66 s. Controller regimes. Figure 2B and Table 6 (Appendix D) list the five regimes. Of the two classical controllers, IDM-17 combines the IDM longitudinal law (Treiber et al., 2000) with Stanley-style route tracking (Thrun et al., 2006), and PDM-Closed-17 adapts the published PDM-Closed planner (Dauner et al., 2023) to the canonical route and drivable road. Both use a 17 m/s target speed to reduce differences in operating speed. The three learned regimes share one route-conditioned feed-forward policy architecture trained with PPO (Schulman et al., 2017), observing the ego vehicle, its route and the surrounding traffic, with 4 training seeds each. They form two contrasts: Frozen L0 versus L0-T compares nominal-road training with continued training on terrain-diverse roads, both without physical observations, and L0-T versus L1 compares the same terrain-diverse continuation without and with a route-aligned preview of surface friction and grade at six distances from 0 to 40 m ahead. Each L0-T and L1 seed continues from the Frozen L0 checkpoint with the same seed, so both contrasts are paired by seed. The second contrast is matched in training. The first is not: the terrain-trained arms also receive additional training, so Frozen L0 versus L0-T measures the combined effect of the continuation regime until an equal-budget nominal continuation is available. L0-T must infer the road condition from its own motion, whereas L1 receives it as privileged context; neither has memory, so neither represents history-based adaptive control. Training used different scene families, at most six vehicles per world, friction bands up to 70 m long with μsurface∈[0.2,0.7] _surface∈[0.2,0.7] or whole-road friction in [0.35,0.8][0.35,0.8], and rolling rather than constant grades; the benchmark therefore tests unseen geometry and, below μsurface=0.2 _surface=0.2, friction extrapolation (Appendix D). Physical conditions. All conditions share a flat reference road up to 40 m, so every world begins under identical physics. Friction conditions lower the surface coefficient on the closing lane between 40 and 180 m, which contains the merge; grade conditions tilt the full road width from the same point, with smooth transitions into and out of a constant-grade section. The 21 conditions are the reference road, eight friction levels (μsurface _surface from 0.70 to 0.05), eight grades (+4%+4\% to −8%-8\%) and four grade–friction compositions (Appendix E). Both tiers use the complete matrix, fixed in a freeze manifest with code, checkpoint and terrain hashes before production. In a controller-free probe, a vehicle that brakes fully on entering the 140 m patch at 16 m/s stops within it for μsurface≥0.12 _surface≥ 0.12 but not for μsurface∈0.08,0.05 _surface∈\0.08,0.05\ (Appendix C). This is a stopping limit for one entry state, not a task limit: a controller can slow down before the patch or complete its merge onto the dry open lane. We mark these two levels as an extreme-severity group and discuss them separately. Evaluation tiers. Tier 1 evaluates all five regimes on 32 held-out worlds for a common comparison. Tier 2 evaluates the three learned regimes on 1,024 worlds, whose first 32 are the Tier-1 worlds; the per-vehicle cost of the published PDM-Closed planner motivates the smaller all-controller tier. Every controller is compared with its own reference rollouts on the same worlds. All runs used one workstation GPU (Appendix B). Outcomes. A vehicle is valid until its first closure incursion (body center in the closed lane beyond x=150x=150 m), contact with another vehicle, off-road departure (body center outside the paved road) or environment fault; validity never recovers. The primary task outcome, valid passage, requires the front bumper to cross a counting line at x=170x=170 m while the vehicle is still valid. Vehicles keep driving and interacting after they cross. Strict task success additionally requires the owed merge and validity over the whole horizon. Collision, off-road and incursion rates are reported separately as safety and constraint events; collision alone is insufficient as a safety measure because a vehicle that fails early has less opportunity to collide. If any vehicle leaves the finite road mesh or overturns, its world resets; nothing after the first reset is scored, and valid vehicles that have not crossed by then count as censored non-passes in a fixed denominator of 12 vehicles. Appendix E gives the exact rules, including a map-edge adjustment reported beside the strict measure. We call a controller’s change in valid passage relative to its own reference condition its sensitivity to the intervention. Sensitivity is not a quality ranking: it is always reported with the absolute reference and changed-condition passage, since a controller that fails on both has none to lose. Statistics. The world is the statistical unit, paired across conditions and controllers by scenario seed. Finite-scene uncertainty for a fixed checkpoint and variability across the four training seeds are reported separately (Appendix E). No cell was excluded or rerun; all quantities use each world’s first episode (Appendix I). 6 Results Probes verify that all conditions reach the dynamics (Appendix C); we report their closed-loop effect with paired world-bootstrap intervals. Table 1: Valid passage on the reference road and its change (Δ ) on the same worlds at μsurface=0.35 _surface=0.35, 0.180.18, 0.08,0.05\0.08,0.05\ (mean) and the most influential grade (↓ : decrease); TTC: share of vehicles below 1.5 s (reference). Tier 2: seed mean (range over seeds). Valid passage P(TTCCLOSEP(TTC Speed Regime Worlds Ref. Δμ=.35 \,μ=.35 Δμ=.18 \,μ=.18 Δμ≤.08 \,μ≤.08 Δ grade OPEN<1.5s)<1.5\,s) (m/s) Tier 2: 1,024 worlds per checkpoint; mean over 4 training seeds (min, max over seeds) Frozen L0 1,024 .81 (.28, .99) ↓ .27 (↓ .70, ↓ .01) ↓ .57 (↓ .90, ↓ .21) ↓ .69 (↓ .93, ↓ .12) ↓ .05 (↓ .10, +.00) .06 (.01, .14) 16.3 (14.7, 17.5) L0-T 1,024 .87 (.53, 1.00) ↓ .12 (↓ .36, ↓ .00) ↓ .49 (↓ .83, ↓ .07) ↓ .70 (↓ .89, ↓ .42) ↓ .03 (↓ .13, +.00) .15 (.01, .51) 14.9 (12.0, 20.1) L1 1,024 .86 (.48, 1.00) ↓ .05 (↓ .18, ↓ .00) ↓ .26 (↓ .47, ↓ .06) ↓ .65 (↓ .93, ↓ .35) ↓ .06 (↓ .15, +.00) .07 (.01, .20) 14.8 (11.0, 19.9) Tier 1: classical controllers on the first 32 Tier-2 worlds (learned rows: Table 18) IDM-17 32 .68 ↓ .01 ↓ .18 ↓ .46 ↓ .08 .46 11.6 PDM-Closed-17 32 1.00 ↓ .06 ↓ .19 ↓ .47 ↓ .04 .01 11.3 Reference behavior. On the reference road nine of twelve learned checkpoints pass 0.96–1.00 of vehicles (Table 1); the three seed-3 checkpoints (one parent) pass 0.28–0.53 because in nearly every world a vehicle weaving at 27–33 m/s rolls over and the reset censors the rest. Batch size perturbs individual worlds (70–112 of 768 vehicle outcomes changed; reruns: at most 2) without shifting mean passage, so classical (32-world batches) versus learned Tier-1 differences are read only when large. Figure 3: Friction sweep on 1,024 matched worlds per policy. Thick lines: family means; thin: seeds (dashed: seed 3); shaded: extreme levels. (A) Valid passage. (B) Change from each policy’s own reference. (C) Share of vehicles with TTC below 1.5 s before their first failure. (D) Where passage is lost at μsurface=0.18 _surface=0.18, by lane. Friction and grade. Reduced friction lowered valid passage for every checkpoint by amounts the vehicle equations do not determine: 0.06–0.90 at μsurface=0.18 _surface=0.18 (every interval excluding zero) and 0.00–0.70 at μsurface=0.35 _surface=0.35 (Figure 3A,B). Training seed mattered more than family: seed ranges within a family at μsurface=0.18 _surface=0.18 (0.41–0.76) exceed the differences between family means, and four-seed t-intervals include zero for every family (e.g. L1 −-0.26 [−-0.59, +0.06]). The patch covers only the closing lane, yet open-lane passage fell from 0.82–0.88 to 0.28–0.62 (Figure 3D). Open-lane collisions rose only from about 1% to 3–6%; most of the loss is censoring when a sliding closing-lane vehicle overturns and resets its world. At μsurface≤0.08 _surface≤ 0.08 the spread between checkpoints shrinks from 0.90 to 0.32, and passage turns non-monotone through fewer resets, not better closing-lane driving. Grade changed passage by at most 0.011 for seven of twelve checkpoints; the largest loss (0.15 at −8%-8\%, L1 seed 0) came with collisions rising from 4.9% to 22.1% (Figure 5). Grade–friction compositions do not depart resolvably from additivity (Appendix I). Interaction safety. Within the valid-driving window, the share of vehicles reaching TTC below 1.5 s rose for all twelve checkpoints at every μsurface≤0.12 _surface≤ 0.12 (36 of 36 intervals exclude zero; Figure 3C), although valid driving per vehicle fell from about 53 s to 16–25 s; time below 1.5 s per second of valid driving rose for all twelve already at μsurface=0.18 _surface=0.18. L0-T seed 0 brings 51% of its vehicles below 1.5 s on the reference road but passes 98%. In the 60 Hz subset, braking need above the capacity left after lateral tire use 1–2 s earlier raised the hazard of a vehicle’s own failure 11- to 30-fold at μsurface≤0.12 _surface≤ 0.12, and 10- to 25-fold while TTC was still above 1.5 s (Table 17); ignoring timing reverses this sign (immortal-time bias). These are associations, not causal effects. Training exposure and preview. L1 and L0-T differ only in the preview. L1 lost less passage at μsurface=0.35 _surface=0.35–0.180.18 in three of four seeds (world intervals excluding zero), but mostly through seed 0 (+0.72+0.72 at 0.18, against +0.13+0.13 for seed 1 and near zero for seed 2 at ceiling), with mixed signs at μsurface≤0.12 _surface≤ 0.12 and a small reference-road cost in two seeds; across seeds the contrast is unresolved (Table 15). The preview produced no anticipation of low friction: speed 20 m before the patch changed by −0.2-0.2 to +1.3+1.3 m/s for every checkpoint. L1 did anticipate grade, entering a −8%-8\% slope 1.0–2.4 m/s slower. Slower checkpoints lost less (Spearman ρ=−0.83ρ=-0.83 without seed 3, −0.46-0.46 with it), yet L1 seed 1 drove 3.6 m/s faster than L0-T seed 1 and lost less. L0-T lost less than Frozen L0 in three of four seeds, with additional training. Classical and learned regimes. Tier 1 compares population regimes that differ in planner, decision rate and speed. PDM-Closed-17 passed every vehicle on the reference road, lost 0.06 at μsurface=0.35 _surface=0.35 and 0.19 at 0.180.18, and still passed 0.52–0.54 at μsurface≤0.08 _surface≤ 0.08, at least 0.13 more than any other regime (Table 18). IDM-17 lost 0.18 at 0.180.18 from a lower reference (0.68). Both classical losses at μsurface=0.18 _surface=0.18 lie inside the learned range (−0.02-0.02 to −0.91-0.91). PDM-Closed-17 is also far costlier: 30 s of loop time per world on 48 CPU workers, mostly planning, against 0.42 s for a learned policy (Appendix H). Computational scaling. On one GPU, loop time grew from 27.0 to 28.4 s between 64 and 1,024 twelve-vehicle worlds (efficiency 0.95), reaching 1.71 million vehicle-steps/s with 8.7 GB peak memory, without saturating (Appendix H). Discussion and Limitations The vehicle equations fix how much braking a patch removes, not how much a controller population loses; that loss depended more on training seed than on regime, so one policy per method could have produced any ordering. The simulator is verified but not calibrated (Appendix B), and simulator safety measures are not evidence about real-road safety. The study uses one closure geometry, one policy architecture and noise-free preview; four seeds cannot resolve family differences of the observed size, and Frozen L0 versus L0-T includes additional training. Whole-world resets couple vehicle outcomes, and batch composition perturbs individual trajectories. 7 Conclusion We presented SceneFactory-3D, a GPU-batched multi-agent driving simulator that couples vehicle motion to spatially varying friction and 3D terrain through per-wheel forces, suspension, gravity, and rigid contact. Per-world terrain isolation, canonical routes, and GPU batching enable matched physical counterfactuals in which road conditions change while the traffic scene, initial state, vehicles, and controllers remain fixed. Across 21 friction and grade conditions, reduced friction degraded task completion for every controller, increased interaction risk, and affected vehicles outside the altered lane. The tested grades had comparatively limited effects, and throughput scaled nearly linearly to 1,024 worlds on one GPU. Overall, the results show that a geometrically valid driving policy may produce substantially different traffic outcomes when physical conditions change. AI Use Statement Generative AI coding assistants were used throughout this project: Anthropic’s Claude (Claude Opus 5 and 5.5, through Claude Code) and OpenAI’s Codex. They assisted with implementing the simulator, controller and evaluation code; running the experiments and the statistical analysis; producing figures and tables; checking references against publisher, proceedings and arXiv records; and drafting and editing the manuscript. Every number reported in Section 6 and the appendices is generated by analysis scripts from the recorded runs rather than entered by hand. The authors directed the research, made the design and interpretation decisions, and take full responsibility for the content of the paper. Reproducibility Statement Appendix B specifies the vehicle model, the software versions and the compute used; Appendix C the controller-free verification probes; Appendix D the controllers, observations and training; Appendix E the physical conditions, outcome rules and statistical procedures; and Appendices H and I the scaling study, the production audit and the supplementary results. The final benchmark was frozen before production: a manifest records the benchmark code hash, the hashes of the 12 policy checkpoints and 21 terrain files, the scenario seeds (100000–101023) and their digests, and the software and GPU configuration, and every evaluated cell was checked against it. Resampling uses fixed seeds. The code, frozen manifest, checkpoints, per-world outcome tables and analysis scripts will be released in anonymized form with the supplementary material. References Althoff et al. (2017) M. Althoff, M. Koschi, and S. 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A model can be sufficient for one outcome and insufficient for another, and the relevant question for SceneFactory-3D is whether physical execution alters the conclusion of a multi-agent experiment. Panel A of Figure 1 scores four systems on six ordinal axes from each system’s paper or official documentation. Parallel worlds: serial only (0), separate instances or distributed nodes (1), many worlds batched in one accelerator process (2). Interactive traffic: one vehicle (0), several vehicles without native per-step mutual reaction (1), native closed-loop multi-agent control (2). Force-based execution: kinematic or behavioral (0), planar force-limited (1), 3D wheel-level tire and contact forces (2). Spatial road physics: neither (0), either (1) or both (2) of local friction and non-flat roads. Vehicle/terrain detail: bicycle abstraction (0), rigid chassis with wheel-level approximation (1), multibody subsystems, several tire classes or deformable terrain (2). Matched interventions: no road-physical parameter (0), scriptable condition changes with user-built pairing (1), native matched-world workflow (2). Table 2: Capabilities as documented in the sources cited in Section 2 and this appendix (Lopez et al., 2018; Gulino et al., 2023; Kazemkhani et al., 2025; CommonRoad, n.d.; Dosovitskiy et al., 2017; CARLA, n.d.b; Zhou et al., 2021; Cai et al., 2020; Li et al., 2023b; Project Chrono Development Team, n.d.; Project Chrono, n.d.; Kaufeld et al., 2025; Zhu et al., 2026). n.v.: not verified here. System Vehicle execution Surrounding traffic Local friction Non-flat road Parallel execution SUMO behavioral models same n.v. n.v. n.v. Waymax kinematic bicycle or position delta same no tire model n.v. accelerator GPUDrive kinematic bicycle (default) same no tire model n.v. GPU, >106>10^6 steps/s CommonRoad planar models incl. dynamic single-track; friction-circle checks scenario agents n.v. n.v. n.v. CARLA engine vehicle physics physics; optional hybrid mode teleports distant vehicles friction triggers n.v. n.v. SMARTS Bullet for vehicles of interest SUMO n.v. n.v. n.v. SUMMIT CARLA-based velocity-space crowd model n.v. n.v. n.v. MetaDrive physics simulation n.v. n.v. n.v. n.v. Chrono detailed subsystems, several tire models SynChrono agents on separate nodes n.v. deformable terrain distributed nodes MultiDrive BeamNG.tech co-simulation of CommonRoad scenarios n.v. n.v. n.v. n.v. SceneFactory articulated PhysX vehicles same one value per world flattened Isaac Lab worlds SceneFactory-3D per-wheel tire and contact forces same per-contact patches heightfields Isaac Lab / Newton worlds Table 3: What SceneFactory-3D inherits from and changes relative to SceneFactory (Zhu et al., 2026). Entries for SceneFactory follow its paper. Aspect SceneFactory SceneFactory-3D Batching Isaac Lab, many worlds per GPU Inherited; Newton XPBD backend Vehicle Articulated PhysX body, no explicit tire model Rigid chassis, raycast suspension, per-wheel tire forces (Sec. 4.2) Friction One coefficient per world, from weather Spatial patches evaluated at each wheel contact Road geometry Waymo topologies, flattened to z=0z=0 Per-world heightfields; procedural road in this study Policy interface Goal-reaching RL with weather context Canonical routes shared by classical and learned controllers Comparison Friction-aware vs. friction-blind policy Matched reference/changed worlds with recorded checks Appendix B Vehicle Model and Runtime Simulation pipeline. Newton integrates each chassis as a free rigid body with XPBD (8 iterations, one substep per 240 Hz step) and resolves rigid contacts between chassis and between chassis and terrain. A custom Warp kernel, launched at every 240 Hz step, computes all other vehicle forces from the current chassis state and applies their sum as an external wrench. Actions are updated at 60 Hz and held for four physics steps. Suspension and contact. Each corner has a massless raycast leg anchored at (±L/2,±t/2,−0.12)(± L/2,± t/2,-0.12) m in the body frame. A ray of length l0+Rl_0+R along the chassis down axis queries the world’s own road mesh. For compression δ=l0−(d−R)≥0δ=l_0-(d-R)≥ 0 at hit distance d, the load is Fz=max(0,kδ−cvn)+4kmax(0,δ−0.8l0)F_z= (0,kδ-c\,v_n)+4k (0,δ-0.8\,l_0), where vnv_n is the contact velocity along the surface normal; there is no contact when the ray misses or the normal is steeper than cos−10.15 ^-10.15. The contact frame uses the surface normal and the wheel heading projected onto the surface. Tire and wheel. With contact-frame velocities (vx,vy)(v_x,v_y), wheel spin ω, inertia IwI_w, drive torque TdT_d and brake torque TbT_b over step Δt t, the kernel uses brake damping cb=Tb/max(|ω|,0.5)c_b=T_b/ (|ω|,0.5), D=Iw+ΔtcbD=I_w+ t\,c_b and kx=70,000/max(|vx|,2)k_x=70,000/ (|v_x|,2), and computes Fx F_x =kxR(Iwω+ΔtTd)/D−vx1+kxR2Δt/D, =k_x\, R\,(I_wω+ t\,T_d)/D-v_x1+k_xR^2 t/D, Fy F_y =−55,000atan2(vy,max(|vx|,2)), =-55,000\,atan2\! (v_y, (|v_x|,2) ), scales (Fx,Fy)(F_x,F_y) onto the circle of radius μFzμ F_z with μ=μvehicleμsurface(c)μ= _vehicle _surface(c) when it is exceeded, and updates ω←(Iwω+Δt(Td−RFx))/Dω←(I_wω+ t(T_d-RF_x))/D. Rolling resistance −0.015Fztanh(vx/0.5)-0.015F_z (v_x/0.5) is then added longitudinally and the combined force is clipped to the same circle. The longitudinal law is linear in slip velocity with a speed-regularized stiffness, solved jointly with the wheel update; the lateral law is a constant cornering stiffness applied to an arctangent slip angle. These are standard small-slip approximations (Pacejka, 2012) with hard friction-circle saturation; the model has no force peak followed by a sliding decline, no relaxation length and no load sensitivity other than the linear bound. Aerodynamic drag 12ρCdA‖v‖v 12ρ C_dA\|v\|v acts on the chassis. Actuation and command limits. A requested acceleration a maps to throttle clip(a/athr,0,1)clip(a/a_thr,0,1) with athr=Tmax/(Rm)=4.91a_thr=T_ /(Rm)=4.91 m/s2, and to brake clip(−a/8,0,1)clip(-a/8,0,1). Drive torque is min(Tmax,Pmax/max(ω¯,1))⋅throttle (T_ ,P_ / ( ω,1))·throttle, split equally over the two rear wheels, where ω¯ ω is their mean spin; brake torque is brake⋅Tbbrake· T_b on each wheel. The mapping is open loop, so realized and requested acceleration differ. Normalized steering s∈[−1,1]s∈[-1,1] sets the target δ∗=sδmax/(1+(v/22)2)δ^*=s\, _ /(1+(v/22)^2), approached at no more than 1.3 rad/s, with Ackermann geometry for the two front wheels. Software limits act before the dynamics: throttle, brake and steering are clipped to their ranges; the learned policies command a∈[−4,4]a∈[-4,4] m/s2 and full steering range; IDM-17 commands a∈[−6,amax]a∈[-6,a_ ] with amaxa_ from the driver preset. Force saturation at the tires is a separate, physical limit. Table 4 lists the parameters of the single vehicle model used for every benchmark vehicle. Table 4: Parameters of the benchmark vehicle model. Mass m 1400 kg Spring rate k 34,000 N/m Length × width 4.25×1.784.25× 1.78 m Damping c 3,400 N s/m Wheelbase L / track t 2.62 / 1.54 m Wheel inertia IwI_w 1.3 kg m2 Wheel radius R 0.32 m Drive torque TmaxT_ (total) 2,200 N m Suspension rest length l0l_0 0.38 m Power PmaxP_ 135 kW Grip factor μvehicle _vehicle 1.05 Brake torque TbT_b (per wheel) 1,800 N m Steering limit δmax _ 0.55 rad Drag area CdAC_dA 0.65 m2 Drive layout rear-wheel Air density ρ 1.225 kg/m3 Provenance and scope. The kernel is a GPU port of the platform’s single-vehicle reference implementation and is regression-tested against it. The authored surface coefficient multiplies the vehicle grip factor, so it is not an independently measured tire–road coefficient. Tire temperature, anti-lock braking, detailed material response and deformable soil or snow are not modeled. Batching and terrain ownership. All worlds share one world-indexed model; collisions are resolved within a world and never between worlds. Worlds that share a terrain variant share its geometry. Each distinct terrain has a wheel-query BVH and a rigid-contact BVH whose ownership must agree. Terrain is fixed for an environment’s lifetime; a partial reset restores the dynamic state of the affected world and keeps its terrain. This does not restore every hidden state needed to branch a warmed-up, continuing traffic experiment. The same physical model also runs in an interactive Isaac Sim application for inspection; the headless backend used for all experiments launches no rendering. The frozen final-benchmark environment uses Newton 1.5.0, Warp 1.17.0, PyTorch 2.10 with CUDA 12.8, Python 3.12 and Isaac Lab upstream commit 28a37ce with a compatibility overlay. The freeze manifest records the benchmark code hash, checkpoint hashes, per-condition terrain hashes and the canonical-route digest. Framework defaults and API changes can affect physical behavior, so the release must preserve this tested configuration rather than specify “latest.” Compute. All benchmark, scaling and batch-sensitivity runs used a single NVIDIA RTX PRO 6000 Blackwell Max-Q Workstation GPU (96 GB, driver 580.173.02) in one workstation with an Intel Xeon w9-3575X CPU (88 threads), 125 GB of memory and Ubuntu 24.04. Cells ran sequentially. The wall time of all 252 Tier-2 cells, including 60 Hz logging of the rich subset, evaluation and writing, was 12.2 h; the Tier-1 cells took 5.9 h for PDM-Closed-17, whose planner used 48 CPU workers, and 0.25 h for IDM-17. Policy training is not included. Appendix C Physical Verification The checks below are implementation verification in the sense of Sargent (2013): they establish that each authored intervention reaches the implemented dynamics. They are internal-consistency checks rather than findings or validation against real vehicles; most follow from the vehicle model itself and would hold with no controller or traffic present. The closed-loop question of whether these interventions change multi-agent execution and controller sensitivity is addressed in Section 6; the quantities below serve there as mechanistic context and interpretation boundaries. Validation follows three levels. First, inspect the authored condition to establish what changed. Second, query the loaded geometry and friction tables. Third, run a vehicle probe that bypasses adaptive controller behavior, so a controller cannot mask a missing physical intervention. Checks of learned observations additionally compare preview values against the simulator’s physical tables and terrain geometry. Table 5: Controller-free vehicle probes of all 21 conditions on the frozen final-benchmark code. Wheel-contact μ is sampled under the four tire contacts every step; slope is measured from the vehicle’s own height profile. Brake: mean deceleration under a full brake command from 16 m/s inside the changed region, averaged while the front axle remains on it. Coast: zero command from 12 m/s through the constant-grade section; the reference coast value (−0.18-0.18 m/s2) reflects rolling and drivetrain resistance. Stop: distance from 16 m/s; “exit” gives the speed at which the vehicle leaves the 140 m region without stopping. These are internal consistency checks, not real-vehicle calibration. Condition Wheel μ Slope (%) Brake (m/s2) Stop (m) Coast (m/s2) Reference 1.00 0.00 10.02 12.5 −0.18-0.18 μsurface=0.70 _surface=0.70 0.70 0.00 7.23 17.3 — μsurface=0.50 _surface=0.50 0.50 0.00 5.17 24.2 — μsurface=0.35 _surface=0.35 0.35 0.00 3.63 34.5 — μsurface=0.25 _surface=0.25 0.25 0.00 2.60 48.1 — μsurface=0.18 _surface=0.18 0.18 0.00 1.88 66.5 — μsurface=0.12 _surface=0.12 0.12 0.00 1.26 98.9 — μsurface=0.08 _surface=0.08 0.08 0.00 0.86 exit 7.1 m/s — μsurface=0.05 _surface=0.05 0.05 0.00 0.57 exit 11.0 m/s — Grade +1.5%+1.5\% 1.00 1.50 10.14 12.2 −0.31-0.31 Grade +3.0%+3.0\% 1.00 3.00 10.29 11.9 −0.45-0.45 Grade +4.0%+4.0\% 1.00 4.00 10.39 11.7 −0.54-0.54 Grade −1.5%-1.5\% 1.00 −1.50-1.50 9.87 12.7 −0.04-0.04 Grade −3.0%-3.0\% 1.00 −3.00-3.00 9.72 13.0 0.100.10 Grade −4.5%-4.5\% 1.00 −4.50-4.50 9.57 13.3 0.240.24 Grade −6.0%-6.0\% 1.00 −6.00-6.00 9.42 13.6 0.380.38 Grade −8.0%-8.0\% 1.00 −8.00-8.00 9.24 14.0 0.560.56 −4.5%-4.5\%, μsurface=0.35 _surface=0.35 0.35 −4.50-4.50 3.19 40.2 0.240.24 −4.5%-4.5\%, μsurface=0.18 _surface=0.18 0.18 −4.50-4.50 1.44 88.7 0.240.24 +3.0%+3.0\%, μsurface=0.35 _surface=0.35 0.35 3.00 3.92 31.4 −0.45-0.45 +3.0%+3.0\%, μsurface=0.18 _surface=0.18 0.18 3.00 2.17 56.7 −0.45-0.45 In all 21 conditions the sampled wheel-contact coefficient equals the authored value, and the measured slope matches the authored grade to within 0.050.05 percentage points. Achieved braking deceleration corresponds to an effective coefficient of 1.02–1.07 times the authored value for μsurface≥0.12 _surface≥ 0.12, rising to 1.10 and 1.15 at 0.08 and 0.05, consistent with a roughly fixed additional resistance. The coast acceleration shifts by approximately 0.94g⋅grade0.94\,g·grade with the correct sign, and braking is direction-aware. Composed conditions show both interventions at once: a −4.5%-4.5\% descent lengthens the μsurface=0.18 _surface=0.18 stop by about a third, whereas a +3.0%+3.0\% climb offsets part of the friction loss. Two properties of this model matter for interpreting controller results. First, because Equation 3 scales forces only when they exceed μFzμ F_z, the friction coefficient does not enter the computation at all while demand stays below the bound. A 0.6 m lateral route offset tracked with the Stanley law at 17 m/s therefore produces bit-identical trajectories for every μsurface≥0.12 _surface≥ 0.12, since its lateral demand of about 0.95 m/s2 stays below μgμ g, while at μsurface=0.05 _surface=0.05 the same maneuver leaves the lane. This is a property of this implementation and probe, not of tire mechanics in general. Second, the conditions differ widely in physical magnitude. The steepest grade, −8%-8\%, changes full-brake deceleration by about 8%, whereas μsurface=0.25 _surface=0.25 removes about 74%. For a vehicle that brakes fully on entering the patch at 16 m/s, the stopping distance is 98.9 m at μsurface=0.12 _surface=0.12, within the 140 m patch, whereas at 0.08 and 0.05 it leaves the patch at 7.1 and 11.0 m/s; the probe vehicle occupies the closing lane, on which the patch lies. Under a +3+3 m/s2 command at μsurface=0.05 _surface=0.05 the measured net forward acceleration is 0.11 m/s2. These are limits for the probed entry states: a controller that slows before the patch, or completes its merge onto the dry open lane, faces different ones, so the probes do not bound task performance. The four-condition probe configuration used during development (−6-6 m/s2 command from 16 m/s just inside the region) reproduces its recorded stopping distances to the centimeter on the frozen code. Separate training-environment checks compare route-aligned preview against the terrain sampled by physics. The recorded check reports exact agreement for friction at 10,902 sampled preview points and maximum grade discrepancy of 2.0×10−52.0× 10^-5 under its stated finite-difference convention. Encounter checks also identify patch-edge discrepancies, so point-query agreement does not mean that every wheel simultaneously experiences the previewed surface. The zero-distance query is at the route projection; wheel contacts can straddle a boundary or depart from the route. Terrain-collider validation covers 1, 2, 4, 16 and 64 simultaneous worlds, up to 64 unique 43,200-triangle terrains. It checks collider geometry, wheel-query geometry and the world’s assigned variant, together with physical chassis contact and partial resets. These checks exclude two failure modes that a terrain label or rendering would not reveal: per-world wheel queries paired with a shared chassis collider, and automatic convexification of the road mesh. Appendix D Controller Interfaces and Training Routes. The curvature budget is κmax=min(0.5tan(δmax/(1+(12/22)2))/L, 2/122)=0.0139 _ = \! (0.5 ( _ /(1+(12/22)^2))/L,\;2/12^2 )=0.0139 m-1, i.e. half the steering authority available at a 12 m/s design speed, capped at 2 m/s2 of lateral acceleration. Controllers project the vehicle onto the route at its nearest 0.5 m sample within a local window around the current arc length. Controllers decide on the route geometry; the closure enters only through the route and the outcome rules. Classical controllers. IDM-17 applies the IDM law (Treiber et al., 2000) to a route-relative leader (the nearest vehicle ahead on the vehicle’s own route within 2 m laterally), with each vehicle’s preset headway, minimum gap and acceleration limits and a desired speed of 17 m/s, and follows the route laterally with a Stanley law (Thrun et al., 2006). It does not consult a lane-change model. PDM-Closed-17 runs the published implementation (Dauner et al., 2023) (upstream commit b51d5d0) with the canonical route as its centerline, lateral offsets of ±1± 1 m, speed fractions 0.2,…,1.0\0.2,…,1.0\ of a 17 m/s road limit, its own proposal scoring and kinematic forecast, and its LQR tracker; the adapter converts states to its rear-axle convention and builds the drivable area from the road minus the closed lane. The two classical controllers differ in lateral tracking and decision rate, so their comparison is not an ablation of proposal search. PDM-Closed-17 and the learned policies decide at 10 Hz, IDM-17 at 60 Hz; all feed the 60 Hz actuation bridge. The 17 m/s targets reduce, but do not remove, differences in realized speed. Table 6: Controller regimes. Each regime drives all 12 vehicles of a world, with the same canonical routes, traffic state and vehicle model. Preview is privileged, noise-free physical state sampled along the route. Controller Decision mechanism Terrain training Preview IDM-17 IDM longitudinal law + Stanley route tracking — No PDM-Closed-17 Published PDM proposals/scoring + LQR tracking — No Frozen L0 Route-conditioned policy, nominal roads No No L0-T Frozen L0 continued on terrain-diverse roads Yes No L1 As L0-T, with physical preview inputs Yes Yes Learned observation. Table 7 lists the 112 channels shared by all learned policies and the 12 channels only L1 receives. All channels are divided by the fixed scales shown and clipped to ±10± 10; there is no learned observation normalizer. The 24-channel planner-semantic block exists in the input layout of the parent family but is held at zero in training and evaluation. No channel carries a condition label, terrain identifier or future vehicle state. Table 7: Learned-policy observation, ego frame, divided by the listed scale. Block Width Content (scale) Ego 9 speed (12), lateral speed (5), yaw rate (1), steering angle (0.55), previous acceleration and steering actions (1), cross-track error (2), heading error (1), route curvature (0.02) Route preview 12 route points 2, 5, 10, 15, 20, 30 m ahead, forward and left (30) Acceleration 1 speed change over the last decision divided by 0.1 s (4) Route leader 6 presence, gap (50), relative speed (12), lateral offset (2), sine and cosine of relative heading Neighbors 60 six nearest vehicles within 40 m, each: valid, x (30), y (10), vxv_x (12), vyv_y (5), sine and cosine of relative heading, distance (30), route-arc offset (30), lateral offset (5) Semantics 24 held at zero L1 friction 6 (1−μsurface)/0.5(1- _surface)/0.5 at route points 0, 5, 10, 20, 30, 40 m ahead L1 grade 6 (dz/ds)/0.05(dz/ds)/0.05 at the same points, central difference over ±2.5± 2.5 m along the route heading Policy, action and reward. Actor and critic are separate 256–128–64 ELU networks that receive the same observation; the critic has no privileged input. The actor outputs a Beta distribution on (−1,1)2(-1,1)^2 (Chou et al., 2017); an action (a0,a1)(a_0,a_1) is decoded as acceleration 4a04a_0 m/s2 and normalized steering a1a_1. Training samples actions; every evaluation uses the distribution mean. One action is held for six 60 Hz control steps. The per-decision reward of a controlled vehicle is r=Δs+−0.1(2e2+ψ2+10 1off)−25 1fault−(5nonset+60∑kρk+tcontact)−4.25maxjriskj,r= s^+-0.1 (2e^2+ψ^2+10\,1_off )-25\,1_fault- (5\,n_onset+60 _k _k+t_contact )-4.25 _jrisk_j, where Δs+ s^+ is new route progress beyond the vehicle’s previous frontier (zero while touching another vehicle or more than 1.5 m from the route), e and ψ are cross-track and heading errors, off1_off marks the body extent more than 2.5 m from the route, nonsetn_onset counts new contact onsets, ρk∈[0,1] _k∈[0,1] is the vehicle’s directional responsibility for onset k, tcontactt_contact is the time in contact in seconds, and riskj=exp(−(gj∗/0.6)2)exp(−tj∗/1.5)risk_j= (-(g_j^*/0.6)^2) (-t_j^*/1.5) uses the minimum predicted gap gj∗g_j^* between vehicle rectangles and its time tj∗t_j^* under a constant-velocity extrapolation of neighbor j over 3 s, computed from current states only. A vehicle’s episode ends on success (route end reached with maximum error below 1.5 m, heading error below 0.3 rad and no fault), on failure (more than 6 m from the route or a fault), or at the 35 s time limit, where the critic bootstraps. Collisions do not terminate episodes. Optimization and budget. PPO (Schulman et al., 2017) uses 64 decisions per environment per update, 4 mini-batches, 5 epochs, clip 0.2, entropy coefficient 0.005, value-loss coefficient 1.0 with clipping, gradient-norm limit 1.0, and discount and GAE parameters 0.9970.997 and 0.970.97 per 60 Hz step, raised to the sixth power per decision. Continuation uses a fixed learning rate of 3×10−43× 10^-4 in three stages whose final checkpoints advance without selection on evaluation data: 100 updates with one vehicle in each of 1,024 worlds on single-route scenes, 100 updates on traffic scenes with 256 worlds of six vehicles, and 300 updates on the parent’s full scene mixture with 256 worlds of six vehicles. This is at most 4.6×1074.6× 10^7 vehicle decisions per seed (4.6 million vehicle-seconds), an upper bound because inactive rows contribute no decisions. Each continuation seed starts from the parent checkpoint with the same seed and a fresh optimizer in the first stage. Because there is no learned normalizer, zero-initializing the 12 added input columns (12×256=3,07212× 256=3,072 first-layer actor weights, and the same for the critic) makes L1 compute exactly its parent’s function at the start; the architectures thus differ only in these input weights. L0-T and L1 share stages, scenes, terrain sampling, seeds and reward. The parents’ own training budget is recorded in the parent training reports and is identical across all arms. Training and test support. Table 8 compares the continuation training distribution with the benchmark. Terrain is sampled per episode from a stream independent of the scene generator; 60% of patches are placed near the scene’s maneuver point. Table 8: Training support of the terrain-diverse continuation versus the final benchmark. Variable Continuation training Final benchmark Friction mode none 40%, road band 40%, lane band 10%, whole road 10% closing-lane patch Friction value bands μsurface∼U(0.2,0.7) _surface U(0.2,0.7); whole road U(0.35,0.8)U(0.35,0.8) 0.70 to 0.05 Patch length 25–70 m (25% add a second band) 140 m Grade half flat, half rolling fields: three plane waves, wavelength 90–220 m, maximum grade 4–9% constant +4%+4\% to −8%-8\% with 20 m transitions Road and task procedural single routes, following, platoons, lane shifts, merges, crossings straight two-lane closure Vehicles per world 1 (first stage) or 6 12 Initial states scene generator seeds disjoint from evaluation held-out closure seeds The benchmark therefore combines three kinds of novelty: unseen road geometry and task, a larger population, and, below μsurface=0.2 _surface=0.2, friction values outside the training range. The preview is privileged and exact, without perception error, latency or occlusion. Appendix E Conditions, Outcomes and Statistics Conditions and geometry. The frozen registry (ucx-conditions-1) has 21 conditions: the reference road (μsurface=1.0 _surface=1.0); eight friction levels (0.70, 0.50, 0.35, 0.25, 0.18, 0.12, 0.08, 0.05); eight grades (+1.5+1.5, +3.0+3.0, +4.0+4.0, −1.5-1.5, −3.0-3.0, −4.5-4.5, −6.0-6.0, −8.0%-8.0\%, positive uphill in the direction of travel); and four compositions of grades −4.5%-4.5\% and +3.0%+3.0\% with friction 0.35 and 0.18. Both tiers use it unchanged. Friction patches cover the closing lane for x∈[40,180]x∈[40,180] m; grade regions start at x=40x=40 m, span the road width, and have 20 m vertical transitions around a constant-grade section. All conditions share flat reference ground upstream of x=40x=40 m. The road mesh spans 2,560 m with 5 m station spacing; the closure starts at x=150x=150 m, the closing-lane route merges between 50 and 110 m, and the counting line lies at x=170x=170 m. The horizon is 66 s (3,960 control steps). Worlds and tiers. Tier 2 uses scenario seeds 100000–101023; each checkpoint–condition cell is one colocated batch of 1,024 worlds. Tier 1 uses the first 32 of these worlds: the classical controllers run on them as 32-world batches, and the learned controllers’ Tier-1 outcomes are the first 32 worlds of their Tier-2 cells, an exact subset rather than a rerun (initial-state digests are identical). The first 64 worlds of every Tier-2 cell were also recorded at 60 Hz from the same rollout (the rich subset). Reruns of the same batch reproduce outcomes almost exactly, but a change of batch size perturbs individual worlds (Appendix I); this checks repeatability on one machine, not bitwise determinism across hardware or software versions. Outcome rules. All rules read the recorded trajectory at 60 Hz and no controller state. For each vehicle: • Closure incursion: the body center lies in the closed lane at x≥150x≥ 150 m for at least one step. A merging vehicle whose tail sweeps over the lane line while its center is upstream does not qualify. • Collision: the vehicle’s footprint (4.25×1.78 m, grown by 0.05 m) intersects another vehicle’s, by a separating-axis test. • Off-road: the body center leaves the paved road (y∉[−31.5,−24.5]y∉[-31.5,-24.5] m). • Fault: the vehicle overturns (body up-axis z-component below 0.2), leaves the map bounds, falls below the terrain, or has a non-finite state; a world reset (below) is a fault for every vehicle in that world from that step on. • Validity: true until the first step with any of the four events above, counted on the step it occurs, and never restored. The first event determines the reported failure cause, with ties broken in the order fault, collision, off-road, incursion. • Valid passage: the front bumper crosses x=170x=170 m within the horizon while the vehicle is valid. Vehicles continue driving, interacting and being scored for events after they cross; an event after the crossing does not revoke valid passage. • Merge completion: for a closing-lane vehicle, its footprint lies entirely in the open lane from some step until the horizon. • Strict task success: valid passage, merge completion if one is owed, and no event of any kind over the whole horizon. Per-world rates average these indicators over all 12 vehicles; the denominator is always 12 and no world or vehicle is discarded. Resets, censoring and map edge. When any vehicle faults, its whole world terminates and restarts. Nothing logged after a world’s first reset is scored. A vehicle that is still valid and has not crossed at that step is censored; it counts as a non-pass in the fixed denominator, and censoring rates are reported per controller and condition. The first reset can therefore truncate the outcomes of vehicles other than the one that caused it, and censoring can depend on controller and condition. The finite mesh adds one controller-independent geometric rule: a map-adjusted success measure does not count a vehicle’s own termination as a failure if it occurred within 2 m of the mesh edge, while still requiring its crossing before the first reset. This adjustment exists because a controller that ignores the scenario’s desired speeds can finish the task and reach the downstream mesh edge before the horizon. In the final benchmark, map-edge resets account for 0.06% of censored vehicles, so the adjustment changes no reported result. The released evaluator’s aggregate collision, off-road and censoring rates also read the log after a reset; every number in this paper is recomputed on the first episode (Appendix I). Sensitivity and paired decomposition. For controller π and condition p, the sensitivity is the mean over worlds of the per-world difference in valid-passage rate between p and the reference, computed on the same worlds. It is reported with the reference and changed-condition rates. Any paired descriptive decomposition (passes preserved, lost, gained, and persistent non-passes) must use the full fixed set of worlds and vehicles, never a controller-specific subset of nominally successful worlds. Statistics. Worlds are the resampling unit. For one frozen checkpoint, an estimate is the mean of per-world values, and its interval is a percentile bootstrap over worlds (2,000 replicates, 95%) applied to per-world paired differences, so the matched sides are never resampled independently. This interval is conditional on the checkpoint and treats worlds as draws from the scenario generator. Training variability is described by the four per-seed estimates: mean, standard deviation and a t-interval with three degrees of freedom, which assumes approximately normal seed-level estimates. Family contrasts pair L0-T and L1 seed i with their common Frozen L0 parent i and compute per-world differences before averaging. Because the same worlds are shared across seeds, arms and conditions, a nested bootstrap resamples seeds and then one common set of world indices for all seeds in a replicate; it is reported beside, not instead of, the seed-level summary, and it does not create additional independent training runs. Intervals on severity curves are pointwise, not simultaneous. Exposure-normalized safety rates are ratios of sums over worlds, recomputed in every replicate. Bootstrap seeds are fixed and recorded with the analysis outputs. Appendix F Studies and Preliminary Evidence Table 9 separates the studies reported in this paper. Only the two final tiers use the benchmark task; the development study uses held-out scenes of the training scene families and different outcome definitions. Table 9: Studies, their unit of analysis and their role. Study Task and controllers Sample Horizon Role Probes One vehicle, fixed commands, 21 conditions one run per condition to stop or exit verification (App. C) Development Held-out training-family scenes; three learned families, 4 seeds, plus nominalized preview 256 scenes × 6 vehicles per cell 35 s preliminary evidence Final Tier 1 Closure task; all five regimes; 21 conditions 32 worlds × 12 vehicles 66 s cross-controller comparison Final Tier 2 Closure task; three learned families, 4 seeds; 21 conditions 1,024 worlds × 12 vehicles 66 s learned-controller statistics Table 10 summarizes the development study’s flat-ground evaluation as means and standard deviations over four trained seeds. Route success requires reaching the route end with maximum error below 1.5 m, heading error below 0.3 rad and no fault; failure denotes leaving the route by more than 6 m or a physics fault. The two are not complements, and neither is the work-zone valid passage. The conditions are an all-lane friction band, a lane-local patch and a whole-road friction change, all within the continuation training range. The nominalized-preview rows keep the trained L1 weights and physical world but replace the physical observations with nominal values. Standard deviations over seeds are not confidence intervals. Table 10: Preliminary controller-development evaluation: mean ± standard deviation over four training seeds. Success and failure are route-task metrics defined in Appendix F. Speed is included to expose operating-point differences. These are not final two-tier benchmark results. Condition Controller Success Failure Speed (m/s) Nominal Frozen L0 0.991±0.0080.991± 0.008 0.002±0.0030.002± 0.003 12.37±0.8412.37± 0.84 L0-T 0.993±0.0070.993± 0.007 0.001±0.0020.001± 0.002 11.99±1.4011.99± 1.40 L1 0.994±0.0030.994± 0.003 0.002±0.0010.002± 0.001 11.81±1.6311.81± 1.63 L1 (nominal preview) 0.994±0.0030.994± 0.003 0.002±0.0010.002± 0.001 11.81±1.6311.81± 1.63 Road band μ=0.50μ=0.50 Frozen L0 0.977±0.0140.977± 0.014 0.009±0.0060.009± 0.006 12.16±0.7912.16± 0.79 L0-T 0.987±0.0110.987± 0.011 0.003±0.0030.003± 0.003 11.80±1.3311.80± 1.33 L1 0.992±0.0060.992± 0.006 0.002±0.0010.002± 0.001 11.49±1.3011.49± 1.30 L1 (nominal preview) 0.988±0.0100.988± 0.010 0.003±0.0020.003± 0.002 11.63±1.5211.63± 1.52 Road band μ=0.35μ=0.35 Frozen L0 0.876±0.0870.876± 0.087 0.046±0.0270.046± 0.027 11.32±0.4311.32± 0.43 L0-T 0.949±0.0430.949± 0.043 0.011±0.0090.011± 0.009 11.21±1.0711.21± 1.07 L1 0.956±0.0430.956± 0.043 0.010±0.0080.010± 0.008 10.94±1.0010.94± 1.00 L1 (nominal preview) 0.938±0.0660.938± 0.066 0.017±0.0140.017± 0.014 11.06±1.1711.06± 1.17 Road band μ=0.25μ=0.25 Frozen L0 0.770±0.0950.770± 0.095 0.085±0.0250.085± 0.025 10.50±0.2610.50± 0.26 L0-T 0.887±0.0520.887± 0.052 0.025±0.0110.025± 0.011 10.63±0.9010.63± 0.90 L1 0.897±0.0550.897± 0.055 0.024±0.0110.024± 0.011 10.35±0.7610.35± 0.76 L1 (nominal preview) 0.880±0.0780.880± 0.078 0.029±0.0170.029± 0.017 10.46±0.9210.46± 0.92 Lane patch μ=0.30μ=0.30 Frozen L0 0.908±0.0550.908± 0.055 0.030±0.0150.030± 0.015 11.54±0.5211.54± 0.52 L0-T 0.973±0.0210.973± 0.021 0.008±0.0060.008± 0.006 11.38±1.1511.38± 1.15 L1 0.969±0.0230.969± 0.023 0.006±0.0020.006± 0.002 11.16±1.1611.16± 1.16 L1 (nominal preview) 0.966±0.0320.966± 0.032 0.006±0.0060.006± 0.006 11.21±1.2411.21± 1.24 Whole road μ=0.40μ=0.40 Frozen L0 0.768±0.1920.768± 0.192 0.080±0.0720.080± 0.072 10.62±0.3910.62± 0.39 L0-T 0.962±0.0290.962± 0.029 0.005±0.0040.005± 0.004 10.85±0.7810.85± 0.78 L1 0.969±0.0230.969± 0.023 0.005±0.0030.005± 0.003 10.82±0.5510.82± 0.55 L1 (nominal preview) 0.933±0.0790.933± 0.079 0.009±0.0090.009± 0.009 10.72±0.8610.72± 0.86 On a road band with μsurface=0.25 _surface=0.25, mean failure rates were 0.085 for Frozen L0, 0.025 for L0-T and 0.024 for L1 over four seeds. This friction lies inside the continuation training range, so for the terrain-trained arms the shifted variable is the held-out scene, not the friction amplitude. On rolling ground in the same study, grade alone changes completion little, and rolling ground combined with reduced friction again degrades the nominal policy more than the terrain-trained families. In a transfer of the same checkpoints to development seeds of the closure task, some terrain-trained seeds showed higher collision rates than their parents on the reference road; additional physical training therefore need not preserve every nominal capability. Appendix G Preview Analyses All analyses use the development study’s held-out scenes and fixed checkpoints; no policy is retrained. Input interventions change only what a fixed L1 policy observes: the nominalized preview replaces all 12 physical channels with their nominal (zero) values; the current-only and ahead-only variants keep the 0 m or the 5–40 m channels; shifted previews report the terrain 20 m ahead of (early) or behind (late) the true query points; a false preview reports a constant μsurface=0.3 _surface=0.3. Paired differences use 256 scenes × 4 seeds with a bootstrap over scenes pooled across seeds. Nominalizing the preview lowered success by 0.016–0.038 (resolved) on the μsurface=0.35 _surface=0.35 and 0.250.25 bands and whole-road μsurface=0.4 _surface=0.4, and changed nothing resolvable on the lane patch. The late shift reproduced the nominalized outcome, the early shift performed about as well as the true preview, and the constant false preview was about as safe as the true one on these patch-bearing scenes. Because nominalized or false context disagrees with the dynamics the vehicle experiences, these interventions measure the policy’s dependence on its inputs, not the value of correct information. Behavioral analyses align each policy vehicle that starts at least 45 m before a patch (844 vehicles per band condition over four seeds) on route distance to the patch entry and average with equal weight per vehicle. At the μsurface=0.25 _surface=0.25 band, L1 accelerated more than its nominalized self 30 m before the patch (+1.49+1.49 versus +1.31+1.31 m/s2) and less at the entry (+0.67+0.67 versus +1.06+1.06 m/s2), entering at the same speed as L0-T (13.9 versus 13.7 m/s). Regressing commanded acceleration on grade under the vehicle and on the change in grade over the next 20 m, on rolling ground without patches, gave positive coefficients on the grade ahead for three of four L1 seeds and negative ones for every seed of the other arms and of nominalized L1. A sensitivity probe that overwrites only the terrain channels on 4,000 recorded decision states per seed found no anticipatory braking for friction reduced only ahead of the vehicle. The training-regime comparison of L1 with L0-T is a different question: it compares two policies trained identically except for the preview. In the development study, success and failure did not differ resolvably on any friction condition; the only resolved safety difference was small (at-fault collision onsets lower by 0.005 per vehicle at whole-road μsurface=0.4 _surface=0.4), and L1 drove 0.13–0.33 m/s slower in most conditions. The final benchmark result is reported in Section 6. Appendix H Computational Scaling The study distinguishes N, the number of worlds; A, vehicles per world; and K, unique terrain geometries. All runs use the production controller (L1 seed 0), A=12A=12 live vehicles per world, development scenario seeds disjoint from the benchmark, one NVIDIA RTX PRO 6000 Blackwell GPU and the frozen benchmark code, with three repeats per point, each on a fresh environment. The shared-terrain workload (K=1K=1) places every world on the reference road and is run without logging, with the full 60 Hz log, and with log plus safety diagnostics (the production configuration). The heterogeneous workload places world i on condition imod21i 21 (K=21K=21) in the production configuration. For S=3,960S=3,960 timed control steps (66 s at 60 Hz, four 240 Hz physics substeps each) and loop wall time t, world-step throughput is NS/tNS/t and vehicle-step throughput is NAS/tNAS/t; all A vehicles are live and stepped in every world. The timed loop contains physics, observation, policy inference, actuation and, where enabled, logging and safety diagnostics. It excludes environment and terrain construction (0.5–3.7 s), a 2 s warm-up rollout, reset and placement, device-to-host transfer, outcome evaluation and rendering (none). Peak memory is the PyTorch allocator’s peak. PDM-Closed-17 is not part of this sweep: its planner runs on CPU workers and would measure the planner, not the batched simulation. Table 11: Throughput and memory against world count (means of three repeats; repeat standard deviations are at most 2% of each mean). Efficiency is throughput relative to 64 worlds divided by the ideal ratio N/64N/64. Vehicle-steps/s (millions) 21 terrains Loop (s) Peak GPU Efficiency Worlds no log log log+safety log+safety log+safety (GB) log+safety 64 0.15 0.13 0.11 0.10 27.0 0.56 1.00 128 0.30 0.25 0.23 0.19 27.0 1.10 1.00 256 0.59 0.51 0.45 0.39 26.9 2.18 1.00 512 1.15 0.99 0.89 0.75 27.3 4.35 0.99 1,024 2.24 1.92 1.71 1.40 28.4 8.67 0.95 Figure 4: Throughput (A) and peak GPU memory (B) against the number of worlds on one GPU. Over 64–1,024 worlds the loop time is nearly constant (Table 11), so throughput grows almost in proportion to N: in this range the loop is dominated by per-step costs that do not grow with the batch. The measurements show headroom up to 1,024 worlds on this GPU; they do not locate the saturation point, and they do not vary A. Controller cost in production. The production manifests time the same loop for every cell (median over cells). A learned policy took 0.032 s of loop time per 66-s world in 1,024-world batches and 0.42 s at 64 worlds in the scaling study. IDM-17 took 1.2 s per world in its 32-world batches, where the GPU loop is dominated by fixed per-step costs. PDM-Closed-17 took 30 s per world (1,565 vehicle-steps/s) with 48 CPU planning workers, and the profiled steps attribute almost all of this to its planner: about 72 times the learned cost at a comparable batch size and 961 times the production learned cost. This is the cost of the published planner in our adaptation, not of the simulator, and it is why PDM-Closed-17 appears only in Tier 1. Appendix I Production Audit and Supplementary Results Production audit. The frozen production (metric schema safety-metrics-v2; benchmark code hash 77d72a10…; 12 checkpoint, 21 terrain and 2 scenario digests fixed in the freeze manifest) was checked cell by cell. All 252 Tier-2 cells, all 252 rich-subset records and all 42 Tier-1 cells are complete; every manifest matches the frozen code hash, schema, terrain, checkpoint, seed list and scenario digest; no cell failed, was discarded or was restarted; and in every cell the evaluator’s valid passage equals the count of passages before the first reset. The Tier-1 classical cells ran in two stages separated by the Tier-2 run, as scheduled. An earlier safety schema, whose quantities accumulated after failure, is archived separately and not used. No equal-budget nominal continuation was run. First-episode outcomes. After a world reset the environment starts a new episode and the log continues. Valid passage is unaffected, because a reset invalidates every vehicle. The evaluator’s aggregate collision, off-road and censoring rates, however, read the whole log; for example, Frozen L0 seed 0 at μsurface=0.25 _surface=0.25 has an aggregate collision rate of 0.33 but a first-episode collision rate of 0.08. All outcome classes reported here (own collision, off-road, incursion or termination as the first failure; censoring by another vehicle’s reset; valid but not yet crossed at the horizon) are recomputed from first-event steps before the first reset. Safety windows. Within the episode, post-failure steps still inflate interaction measures: at μsurface=0.08 _surface=0.08 the time below TTC 1.5 s per second of driving is 1.7–2.3 times larger over the whole episode than over the valid-driving window used here. Batch-size sensitivity. The same 64 worlds (L1 seed 0, reference and μsurface=0.18 _surface=0.18) were embedded in batches of 64, 128, 256, 512 and 1,024 worlds, with repeats at 64 and 1,024, and compared with the production cell. The criterion, fixed before the comparison, required cross-batch differences to stay within the same-batch rerun envelope; it is not met (Table 12). The mean shifts have both signs, and the reference-to-μsurface=0.18 _surface=0.18 change on these worlds ranges from −0.09-0.09 to −0.13-0.13 across batch sizes. Table 12: Batch-size sensitivity on 64 common worlds (768 vehicles). Condition Same-batch reruns Across batch sizes 64–1,024 vehicle flips (max) vehicle flips worlds changed |Δ| mean VP|| (max) Reference 0 of 768 11–28 of 768 6–14 of 64 0.010 μ=0.18μ=0.18 2 of 768 70–112 of 768 22–34 of 64 0.029 Table 13: Tier-2 valid passage on the reference road and its change for selected conditions, per checkpoint (1,024 worlds). Bold: the 95% paired world-bootstrap interval excludes zero. Friction columns give μsurface _surface; grade columns the slope; the last two are compositions with μsurface=0.18 _surface=0.18. Checkpoint Ref. ..70 ..50 ..35 ..25 ..18 ..12 ..08 ..05 +4%+4\% −4.5%-4.5\% −8%-8\% −4.5%-4.5\%,.18 +3%+3\%,.18 Frozen L0 s0 0.98 −-0.09 −-0.34 −-0.70 −-0.89 −-0.90 −-0.87 −-0.86 −-0.82 +0.00 −-0.00 −-0.01 −-0.90 −-0.89 Frozen L0 s1 0.99 −-0.00 −-0.02 −-0.17 −-0.48 −-0.85 −-0.93 −-0.94 −-0.92 +0.01 −-0.04 −-0.09 −-0.90 −-0.79 Frozen L0 s2 0.98 −-0.00 −-0.00 −-0.01 −-0.08 −-0.30 −-0.66 −-0.85 −-0.87 +0.00 +0.00 +0.00 −-0.47 −-0.20 Frozen L0 s3 0.28 −-0.05 −-0.16 −-0.20 −-0.22 −-0.21 −-0.17 −-0.14 −-0.11 +0.08 −-0.06 −-0.10 −-0.20 −-0.21 L0-T s0 0.98 −-0.01 −-0.02 −-0.10 −-0.52 −-0.83 −-0.86 −-0.86 −-0.84 +0.00 −-0.00 −-0.01 −-0.91 −-0.78 L0-T s1 1.00 −-0.00 +0.00 −-0.03 −-0.19 −-0.60 −-0.86 −-0.88 −-0.89 +0.00 +0.00 −-0.00 −-0.71 −-0.48 L0-T s2 0.99 −-0.00 −-0.00 −-0.00 −-0.00 −-0.07 −-0.38 −-0.69 −-0.60 −-0.00 +0.00 +0.00 −-0.15 −-0.03 L0-T s3 0.53 −-0.03 −-0.12 −-0.36 −-0.45 −-0.45 −-0.43 −-0.42 −-0.41 +0.08 −-0.08 −-0.13 −-0.45 −-0.46 L1 s0 0.96 −-0.01 −-0.02 −-0.03 −-0.05 −-0.11 −-0.41 −-0.59 −-0.69 +0.01 −-0.08 −-0.15 −-0.14 −-0.16 L1 s1 1.00 −-0.00 +0.00 −-0.00 −-0.06 −-0.47 −-0.90 −-0.94 −-0.91 +0.00 +0.00 −-0.00 −-0.62 −-0.37 L1 s2 1.00 −-0.00 −-0.00 −-0.00 −-0.00 −-0.06 −-0.54 −-0.67 −-0.67 −-0.01 +0.00 +0.00 −-0.18 −-0.06 L1 s3 0.48 +0.03 −-0.02 −-0.18 −-0.34 −-0.40 −-0.38 −-0.36 −-0.34 +0.06 −-0.06 −-0.10 −-0.40 −-0.40 Table 14: Composition of vehicle outcomes (seed means, Tier 2). VP: valid passage by lane. The next five columns are the first failure of the vehicle itself or censoring by another vehicle’s reset, as shares of all vehicles; no pass: valid at the horizon without crossing. World reset: share of worlds reset before the horizon by a termination other than a map-edge exit. Open on patch: open-lane vehicles with any wheel contact on the patch. Family μ VP closing VP open coll. off-road incurs. own term. censored no pass world reset open on patch Frozen L0 Ref. 0.797 0.819 0.016 0.002 0.000 0.004 0.168 0.000 0.254 0.011 .35 0.518 0.557 0.026 0.031 0.002 0.007 0.393 0.000 0.489 0.004 .18 0.198 0.276 0.042 0.055 0.004 0.015 0.641 0.000 0.823 0.004 .08 0.025 0.178 0.092 0.056 0.021 0.019 0.697 0.000 0.951 0.009 L0-T Ref. 0.872 0.876 0.010 0.000 0.000 0.001 0.115 0.000 0.247 0.002 .35 0.731 0.769 0.032 0.020 0.000 0.001 0.194 0.000 0.260 0.001 .18 0.348 0.414 0.070 0.033 0.000 0.016 0.492 0.002 0.624 0.001 .08 0.061 0.232 0.150 0.069 0.004 0.018 0.593 0.005 0.787 0.008 L1 Ref. 0.849 0.863 0.014 0.000 0.002 0.002 0.124 0.000 0.250 0.001 .35 0.785 0.817 0.022 0.012 0.002 0.003 0.158 0.000 0.251 0.000 .18 0.568 0.616 0.038 0.033 0.000 0.001 0.331 0.000 0.405 0.000 .08 0.104 0.301 0.204 0.061 0.000 0.005 0.503 0.008 0.651 0.002 Table 15: Seed-paired family contrasts in valid passage (arms share parent seed i). Reference column: difference in level; other columns: difference in the change relative to each arm’s own reference. Bold: world-bootstrap interval excludes zero. L0-T −- Frozen L0 includes additional training. Contrast Seed Ref. ..50 ..35 ..25 ..18 ..12 ..08 ..05 −8%-8\% L1 −- L0-T s0 −-0.02 +0.01 +0.07 +0.47 +0.72 +0.45 +0.27 +0.15 −-0.14 s1 +0.00 +0.00 +0.02 +0.13 +0.13 −-0.04 −-0.05 −-0.03 −-0.00 s2 +0.00 −-0.00 −-0.00 −-0.00 +0.01 −-0.16 +0.02 −-0.07 +0.00 s3 −-0.06 +0.10 +0.18 +0.12 +0.05 +0.04 +0.06 +0.07 +0.03 L0-T −- Frozen L0 s0 −-0.01 +0.32 +0.60 +0.37 +0.07 +0.01 +0.00 −-0.03 +0.00 s1 +0.00 +0.02 +0.14 +0.29 +0.25 +0.07 +0.05 +0.03 +0.09 s2 +0.01 +0.00 +0.01 +0.08 +0.23 +0.28 +0.15 +0.27 +0.00 s3 +0.25 +0.04 −-0.16 −-0.24 −-0.25 −-0.26 −-0.29 −-0.30 −-0.03 Table 16: Interaction contrasts of grade–friction compositions, VP(g,μ)−VP(μ)−VP(g)+VP(ref)VP(g,μ)-VP(μ)-VP(g)+VP(ref), paired by world. Negative: the composition loses more than the sum of the single losses. Bold: world-bootstrap interval excludes zero. Checkpoint −-4.5%, μ=0..35 −-4.5%, μ=0..18 +3.0%, μ=0..35 +3.0%, μ=0..18 Frozen L0 s0 −-0.12 +0.00 +0.11 +0.01 Frozen L0 s1 −-0.09 −-0.01 +0.05 +0.06 Frozen L0 s2 −-0.02 −-0.16 +0.00 +0.10 Frozen L0 s3 +0.06 +0.07 −-0.05 −-0.07 L0-T s0 −-0.12 −-0.07 +0.02 +0.05 L0-T s1 −-0.01 −-0.11 +0.01 +0.12 L0-T s2 +0.00 −-0.08 +0.00 +0.04 L0-T s3 +0.01 +0.09 −-0.01 −-0.07 L1 s0 +0.05 +0.06 −-0.01 −-0.05 L1 s1 −-0.01 −-0.15 +0.00 +0.09 L1 s2 +0.00 −-0.12 +0.00 +0.01 L1 s3 +0.05 +0.07 −-0.02 −-0.05 Figure 5: Grade sweep, drawn as Figure 3. (A) Change in valid passage. (B) Change in the share of vehicles with TTC below 1.5 s. (C) Change in closing-lane speed where the grade begins; L1 slows before downhill grades. Hazard analysis. Table 17 reports the discrete-time hazard analysis of the 60 Hz subset (64 worlds per cell, seeds pooled within a family, worlds resampled jointly). A vehicle is at risk in second b while it is valid, has not crossed and its world has not reset; exposure is the indicator in the second ending 1 s before b, which keeps the terminal pre-contact divergence of DRAC and TTC out of the failure second. The simpler per-vehicle question, whether vehicles that ever exceeded their capacity at least 1 s before their outcome failed more often, gives the opposite sign for several slower checkpoints (for L0-T seed 2 at μsurface=0.08 _surface=0.08, 0.19 versus 0.58), because only vehicles that survive long enough can be exposed. The residual capacity aavaila_avail contains μsurface _surface by construction, so exceedance frequency rising as friction falls is not itself a finding; the stratified hazard is. Table 17: Hazard ratio of a vehicle’s own failure given the indicator 1–2 s earlier, with 95% world-bootstrap interval and exposed failures / exposed vehicle-seconds; cells with fewer than three exposed failures show counts only. Rich subset, seeds pooled. Indicator (1–2 s earlier) Family μ=0μ=0.25 μ=0μ=0.18 μ=0μ=0.12 μ=0μ=0.08 μ=0μ=0.05 braking need >> residual capacity Frozen L0 (2/14) 29 [12, 51]; 12/56 29 [19, 42]; 25/84 21 [13, 34]; 24/102 18 [12, 27]; 33/150 L0-T (2/4) (2/25) 21 [10, 40]; 14/66 15 [10, 22]; 34/165 11 [8, 14]; 53/340 L1 (0/3) (1/11) 11 [3, 25]; 5/50 13 [8, 18]; 26/149 11 [8, 15]; 36/212 TTC <1.5<1.5 s Frozen L0 26 [14, 44]; 21/174 25 [16, 36]; 33/193 36 [29, 45]; 99/310 30 [23, 38]; 89/303 21 [16, 27]; 69/294 L0-T 30 [21, 40]; 65/687 37 [28, 50]; 82/452 29 [23, 36]; 113/473 24 [20, 28]; 167/634 19 [16, 23]; 175/744 L1 39 [18, 70]; 27/367 15 [7, 26]; 22/444 17 [12, 23]; 68/510 22 [18, 27]; 175/700 19 [16, 23]; 184/740 capacity exceeded, TTC ≥1.5≥ 1.5 s Frozen L0 (1/11) 24 [6, 47]; 7/43 25 [12, 43]; 13/61 16 [8, 31]; 12/78 22 [13, 33]; 27/115 L0-T (0/1) (2/25) 14 [5, 30]; 6/54 10 [5, 15]; 14/136 10 [6, 13]; 31/272 L1 (0/2) (0/10) (2/42) 12 [7, 18]; 17/128 10 [6, 14]; 21/167 Illustrative matched pair. Figure 6 shows one matched pair selected by a rule fixed before plotting: Frozen L0 seed 0, reference versus μsurface=0.25 _surface=0.25; the first world of the rich subset, in scenario-seed order, in which neither world resets, a closing-lane vehicle validly passes on the reference road and the same vehicle’s first failure on the patch is a collision, off-road departure or incursion. This is world 100050; it illustrates one mechanism and is not representative of the population. Figure 6: One matched pair (Frozen L0 seed 0, scenario 100050): reference road (grey) and μsurface=0.25 _surface=0.25 patch (blue, shaded). (A) All 12 vehicles; focal vehicle bold, first failure marked. (B, C) Focal vehicle’s speed and lateral position until its failure. Table 18: Tier-1 valid passage (32 worlds) on the reference road and its change for selected conditions. Bold: the 95% paired world-bootstrap interval excludes zero. Learned rows are the first 32 worlds of the Tier-2 cells. Checkpoint Ref. ..70 ..50 ..35 ..25 ..18 ..12 ..08 ..05 +4%+4\% −4.5%-4.5\% −8%-8\% −4.5%-4.5\%,.18 +3%+3\%,.18 IDM-17 0.68 +0.01 +0.01 −-0.01 −-0.04 −-0.18 −-0.31 −-0.43 −-0.49 −-0.08 +0.04 +0.05 −-0.20 −-0.18 PDM-Closed-17 1.00 +0.00 +0.00 −-0.06 −-0.16 −-0.19 −-0.32 −-0.46 −-0.48 −-0.04 −-0.01 −-0.01 −-0.36 −-0.14 Frozen L0 s0 0.98 −-0.10 −-0.36 −-0.62 −-0.84 −-0.91 −-0.89 −-0.84 −-0.81 +0.01 −-0.01 −-0.01 −-0.91 −-0.90 Frozen L0 s1 0.99 +0.00 −-0.03 −-0.06 −-0.46 −-0.86 −-0.90 −-0.96 −-0.92 +0.00 −-0.01 −-0.08 −-0.88 −-0.80 Frozen L0 s2 0.98 −-0.02 +0.01 −-0.03 −-0.06 −-0.24 −-0.64 −-0.84 −-0.87 −-0.01 +0.02 +0.02 −-0.42 −-0.15 Frozen L0 s3 0.26 −-0.03 −-0.13 −-0.18 −-0.20 −-0.18 −-0.14 −-0.12 −-0.08 +0.11 −-0.05 −-0.10 −-0.16 −-0.20 L0-T s0 0.96 −-0.00 −-0.01 −-0.08 −-0.48 −-0.77 −-0.86 −-0.87 −-0.82 +0.01 −-0.01 −-0.01 −-0.89 −-0.75 L0-T s1 0.98 +0.00 +0.00 +0.00 −-0.17 −-0.42 −-0.84 −-0.86 −-0.87 +0.00 +0.00 +0.00 −-0.63 −-0.35 L0-T s2 1.00 +0.00 −-0.01 +0.00 −-0.02 −-0.02 −-0.37 −-0.73 −-0.61 −-0.01 −-0.01 −-0.01 −-0.16 −-0.10 L0-T s3 0.47 −-0.01 −-0.12 −-0.29 −-0.36 −-0.39 −-0.37 −-0.36 −-0.36 +0.10 −-0.08 −-0.11 −-0.38 −-0.39 L1 s0 0.93 +0.00 −-0.01 −-0.03 −-0.02 −-0.05 −-0.36 −-0.61 −-0.64 −-0.01 −-0.05 −-0.14 −-0.05 −-0.12 L1 s1 1.00 +0.00 +0.00 +0.00 −-0.06 −-0.49 −-0.93 −-0.95 −-0.91 +0.00 +0.00 +0.00 −-0.59 −-0.45 L1 s2 1.00 +0.00 −-0.01 −-0.01 −-0.01 −-0.04 −-0.35 −-0.71 −-0.65 −-0.02 +0.00 +0.00 −-0.27 −-0.04 L1 s3 0.44 +0.02 −-0.01 −-0.11 −-0.20 −-0.37 −-0.36 −-0.32 −-0.30 +0.07 −-0.06 −-0.09 −-0.36 −-0.38 Release materials. The release includes the analysis scripts, vehicle- and world-level tables, per-checkpoint and per-seed estimates, bootstrap outputs and the data behind every figure and table.