Parking lot, facing south to Waterston Ave |
This was the view from my parking lot facing south.
Waterston Avenue, my street |
West Lynn St. near 13th St., looking north |
West Lynn St. at Enfield Rd., looking north |
West Lynn St. at its terminus (Niles Rd.), looking north |
Niles Rd. at Pease Rd., looking westbound |
Niles Rd. just past Pease, looking west down hill towards Hartford Rd. |
Hartford Rd. at Windsor Rd., looking north |
Hartford Rd. as it meanders into Jefferson St., looking northwesterly |
Jefferson St. northbound at 29th St. |
Jefferson St. northbound at 35th St. |
Bull Creek Rd. heading N/NE just past the intersection with Jefferson and 38th |
Bull Creek Rd. heading N after the bend to the right (still well south of 45th) |
Bull Creek Rd. northbound at 45th St. |
Bull Creek Rd. northbound at Hancock Rd. |
Hancock Rd. looking eastbound towards Shoal Creek Blvd. |
The light at 45th is not bad in the morning, but in the afternoon it is programmed to deliver four separate traffic cycles so that only one direction of travel has a green at any time. I still don't know why the behavior of this light changes for the afternoon rush, but it's really annoying - wait times southbound on Bull Creek are several minutes on average.
When Bull Creek ends at Hancock, my route jogs east on Hancock to pick up Shoal Creek Blvd. and continue north. I used to take Shoal Creek Blvd. all the way from 35th/38th St., but discovered that this route on Bull Creek has much less annoying hills, and you can avoid the brain-dead all-way stop on 45th and Shoal Creek. The section of Hancock west of here has already been converted to three car lanes and two bike lanes; but the eastern section is still four narrow car lanes. Luckily traffic is very light so taking the lane is not a problem.
In the first half of 2000, I spent about six months working at a temporary office on Spicewood Springs between Mesa and Loop 360, and when I commuted there I would typically turn left on Hancock and take it over Mopac. This is by far the least stressful crossing of Mopac, but unfortunately this route requires that you climb a couple of large hills later on in order to get up to the elevation at Mesa and Spicewood. Since in the temporary office I didn't have to make the climb from 360 up to the Arboretum (link to slide), I would go this route, but at my old and new offices it's a bit too much hillclimbing in one trip when added to the 360->Arboretum route.
For the curious (and those who might work or live in that area), the route from here would go Hancock west to Balcones, Balcones north, bearing right at the split with (?), through the light at 2222, north up on the hill alongside Mopac to where northbound traffic is required to turn left at North Hills Dr., then left and up the big hill to Hart Lane, then right (north) on Hart Lane across Far West Blvd., then up the big hill to Greystone, then left (west) on Greystone, then down and up a big hill past one 4-way stop and then to another one at Mesa, then right (north) on Mesa to Spicewood Springs.
Shoal Creek northbound just past Hancock |
Shoal Creek looking back southbound towards Hancock (note parking) |
Bike lane sign on Shoal Creek |
Shoal Creek at RM 2222, northbound |
My page on the Shoal Creek Debacle
Michael Bluejay's page on the Shoal Creek Debacle
This area is fairly monotonous 1950s-1970s suburban-style architecture, universally single-family in nature; very large front lawns (excessive setbacks).
Another type of new bike route sign (these are fairly ubiquitous now) |
Shoal Creek northbound approaching Foster |
Shoal Creek northbound at Anderson Lane |
Shoal Creek northbound at Steck Ave. |
Steck Ave. at the bridge over Mopac (Loop 1) |
Steck Ave. at Shoal Creek Blvd. |
Steck Ave. as it goes under the railroad |
Typical view of Steck Ave. westbound between Mopac and Mesa |
Anderson High School |
Steck Ave. at Mesa Blvd. |
Mesa Blvd. (Dr.?) just past Steck Ave. |
Mesa near 4-way stop with Hyridge |
Hyridge Dr., the typical suburban residential street wide enough to land a 747. |
Mountain Ridge Dr., another cookie-cutter suburban street |
Steep hill down to 360 |
Steep short hill back up to 360 |
Compare the width of these two residential streets (not even collectors) to some central-city arterials and it becomes clear that the 1950s-1980s trend of building subdivisions with super-wide streets is rather ridiculous. Just think how much more it costs the city to maintain these residential streets, which are wider than my local 4-lane arterial (Enfield Rd.) the next time you hear an urban resident talk about subsidized suburban sprawl.
360 looking across at Arboretum Blvd. |
Looking upstream at northbound traffic heading towards US 183 |
Looking at southbound traffic heading from US 183 towards RM 2222 |
Arboretum Blvd. approaching the end of Jollyville Rd. |
Top of the hill which really gets the sweat going |
Jollyville Rd. at Great Hills Rd. looking westerly/northerly |
Jollyville Rd. at Braker Lane looking northerly |
Jollyville Rd. comprises the majority of the second half of my commute to work. While this facility is fine for experienced commuters, it is absolutely inadequate for any other cyclists, despite being heavily marked as a bike route (see next slide?). The right lane is slightly wider than the inside lane, but not enough to reasonably qualify as a "wide outside lane", and there are no sidewalks on the vast majority of its length. This road pretty much epitomizes 1970s-1980s suburban design; support the automobile to the exclusion of all other modes of travel. Pedestrians have the choice of walking in the street(!) or in a ditch on the side of the road; and cyclists must travel with the 45mph car traffic without the benefit of extra space or a marked lane.
These are the conditions which must be faced by the typical suburban cyclist (either a resident of a suburban area or somebody like me trying to travel through one). There is no grid pattern as in the older sections of the city, so there is no alternate route to Jollyville (ironically, Jollyville is supposed to be the safer alternate to US 183!). Conditions like this are why I first got involved with the UTC's bike/ped subcommitte after noticing that even though suburban cyclists' best facilities are like this one, they were still spending most of their money in the central city, where the worst bike route is still better than Jollyville Rd.
Could be worse, though; you could live in Round Rock where you can't get anywhere without travelling on a road like RM620...
So the next time you hear an acquaintance talking about how we shouldn't spend any money on cyclists because nobody uses their bike to get to their job, show them this slide and compare to the first Bull Creek slide: (click here to see slide)
We have to spend money in suburban areas on cycling precisely because suburban roads are currently designed in bike-hostile ways compared to older urban streets.
Jollyville Rd. at Balcones Woods Dr., northbound |
The extent of "bicycle facilities" along Jollyville Rd. |
Jollyville continues for a couple more miles to Duval Rd., where I usually turn in the morning. The ride is actually nice as long as you're an experienced cyclist who isn't afraid of high-speed redneck traffic - it's a gradual downhill (mostly) and the wind is usually at your back.
Jollyville Rd. at Duval Rd., northbound |
Gas station between Balcones Woods and Duval. Note high prices even in Texas. |
In the morning, I usually turn right at Duval and head over towards US 183, because the shortcut I use in the afternoon (click here to see slide) would require me to go in the direction where I could see the "no trespassing" sign and hence I would lose my adequate deniability when I got caught.
Also observe that the freeway is elevated at this spot but returns to ground-level immediately after the intersection. Unfortunately, more idiotic TXDOT frontage road garbage means that we're now stuck forever with the number of crossings we originally had on this road, even though the new megacomplex at Riata might merit at least a bridge over the highway.
183 northbound just past Duval |
More NB 183 |
In this case, this is particularly onerous because the major transit stop is almost straight across the freeway from Riata, which is halfway in between the two roads on which you can cross 183. So, in order to get over here from the place where the major bus would drop you off, you have to go 3/4 of a mile north or south, then cross, then another 3/4 of a mile back to where you started; when a more rational design in a non-Texas state would allow for a bridge over the freeway at Riata Trace Parkway which could cut this distance by a factor of ten. A mile and a half is far too long to expect a potential transit passenger to walk to their destination, and so, we have no transit business at Riata despite two fairly dense concentrations of thousands of potential customers.
And TXDOT will turn around and point to this project next time we ask them for some help with transit-friendly design and claim that nobody would use transit anyways since nobody's using it at Riata even though it's only 1000 feet from a park-and-ride.
183 @ Riata entrance |
Where RTP should be realigned (about 500 feet south) |
The main entrance is off the NB US 183 frontage road, which is a one-way road. This is also the main exit, and this causes tremendous traffic problems in the afternoon as people try futilely to turn right onto the frontage road without the benefit of a light. Thanks to boneheaded site design, this situation can never be improved since the location of the intersection is far too close to the Oak Knoll off-ramp to add a traffic light.
The other entrance/exit to this complex is off Parmer Lane. Reportedly the complex also asked for an entrance to the south which could get you to Duval Rd., but were rebuffed by local neighborhoods. Then, the city Planning Commission recommended a bike/ped connection only through the neighborhood to the south and were again rebuffed, this time by the neighborhoods' appeal to the City Council to save them from the torture of having scruffy poor folk be able to get to work.
The second picture here shows a location where the intersection should have been designed in the first place. It's close enough to the Oak Knoll exit that exiting traffic could be separated with barriers as is done on Mopac at Bee Caves; and then a traffic light could be added later if still necessary (might not be necessary since about half of the traffic on the frontage road at the current intersection with RTP appears to be from the off-ramp).
Near Riata entrance |
Apartments across street |
This arterial somehow escaped the city's rules for sidewalk construction; I have yet to figure out what justification they used. There is no sidewalk on the eastbound side of the road until you get right up to the office complex (at least half a mile), and the sidewalk on the westbound side doesn't start much before that. So, of course, you've just made it even less attractive to use transit since you've got to get off your bus, walk 1.5 miles to the entrance (link back to duval183 slide), then walk another half mile in the scrub or in the road.
Also, an opportunity to make bike commuting a little easier was missed too - this was a brand-new roadway but was built with two narrow car lanes on each side instead of either a wide outside lane or bike lane.
More EB RTP |
View of sidewalk (near office) |
Entrance drive |
Left turn into parking lot |
More entrance drive |
Entranceway |
Another bike here today! |
Exit from office |
Entrance to solectron/cisco cut-through |
So I only use WB Riata Trace Parkway about half the length as on the way in, then turn into Solectron's old back entrance.
Note that the exit from the office parking lot is another poorly designed intersection. You have a divided 4-lane road with turn bays with curves on either end to prevent long-distance visibility, and yet the people exiting from the office complex on my side and the apartment complex on the other side must do so at a 2-way stop sign. This intersection ought to have a traffic light, but the city will probably only put in a 4-way stop when they get complaints; and that will be almost as bad due to the multiple lanes in each direction.
Near the end of the cut-through (Oak Knoll/183 visible on left) |
At Oak Knoll/183 light, looking back at "No Trespassing" sign |
Crappy zoom - I'll go get a better shot of this later. |
Oak Knoll westbound at US 183 |
Oak Knoll westbound at Jollyville Rd. |
Arboretum entrance |
More "bike route" signs |
Southbound Jollyville is the least pleasant part of the trip home (even including the dash on 183 near 360), because traffic in the afternoon rush is less pleasant and the gradual downhill with the wind from the morning becomes a long gradual uphill against the wind.
Arboretum entrance |
Hooray for shopping. |
Looking at Loop 360 south of US 183 |
Looking up at the intersection of the southbound US 183 frontage road and Loop 360 |
Southbound US 183 frontage at Loop 360 |
Closer to the actual intersection (notice small "shoulder") |
The center lane ends up backing up well past the parking lot entrance - it is impossible to get into the center lane at this spot, but if you leave on a bike from the upstream entrance you must worry about the exiting traffic off of 183 which usually makes a sharp cut to the right, across the lane you're trying to travel in.
However, in this one instance TXDOT's relegation of cyclists to second-class status actually proves useful! Precedent shows that on TXDOT facilities they expect cyclists to use the paved shoulder, and the right-turn lane when the paved shoulder does not exist. (Travel along Loop 360 some time to view this). Therefore, I can legally travel in the right turn lane until the little mini-shoulder starts (see second picture), and then ride alongside the line of cars to the front of the line. This is important because the cycle time at this intersection only allows about ten cars through from this lane.
This feels pretty squirrely, but it's an absolute necessity because of the way this intersection was designed (and the city streets it displaced).
Looking across the intersection "southbound" (more like WSW) |
Old Jollyville -> Jollyville would probably have connected from the dirtpile area across what is now 360 into what's now the Arboretum. |
This is the cutoff which takes you back from the SB 183 frontage to Old Jollyville Rd. |
From Old Jollyville, looking back down to US 183 |
Looking back to Loop 360. |
Old Jollyville Rd. near western end |
Old Jollyville Rd. near Mesa Dr. |
Southbound Mesa just south of Old Jollyville |
Southbound Mesa approaching Steck |
Southbound Mesa approaching Spicewood Springs |
Eastbound Spicewood Springs Rd. near Mesa Dr. |
Eastbound Spicewood Springs about 1/4 mile short of Mopac |
Eastbound Spicewood Springs at Mopac where it turns into Anderson Lane |
Eastbound Anderson Lane at Shoal Creek Vlvd. |
The transition over Mopac can be distressing as you must try to accelerate up a hill and then over a narrow lane on the bridge while cars are trying to speed up after the long wait at the traffic light, which is one reason why a novice commuter would probably be better off crossing Mopac in this direction on Steck or Far West.
There's now a long gap southbound between this slide and the next one since the route home at this stage is identical to the route to work.
Southbound Jefferson near 30th St. |
Eastbound 30th St. |
The next place where the two routes diverge is on Jefferson near the twin 4-way stops at Northwood and 29th. Basically due to the Mopac on-ramp at Windsor which destroyed southbound Hartford Rd., you must cross Windsor at Harris Blvd., which is a parallel N-S street a few blocks east. There are many good alternatives to get over from Jefferson to Harris, but what I usually do is jump over on 30th right before the first 4-way-stop, if there's no cars coming the other way. That way I only have to go through the two 4-way stops on Harris which have less car traffic.
Southbound Harris at 29th St. |
Southbound Harris at Northwood |
The Big Dip |
Windsor before Pease |
The perpetual pothole |
Pease please |
The pothole shown here appears to be the result of a tiny spring (we also have a few in my neighborhood), and is filled in like clockwork every month or two by city crews. One would think that after a few times it would be more cost-effective to narrow the intersection and allow the spring to pump out its tiny water output in a grassy area, but that requires more than the typical amount of forward thinking.