data · research deliverable

TuxDataTable

Tables tuned for research-publication output: numbered captions over a display-face title, tabular figures with uncertainty cells (value ± CI), footnote anchors wired to a formal note block, optional row groups banded by category, and a source-citation line so the table can be lifted directly into a report PDF.

Sort is host-driven (v-model:sortKey + v-model:sortDir). For interactive grids (selection, expansion, bulk actions, sticky toolbar) use TuxRichDataGrid. For the lightweight UTable wrap, use TuxTable.

flagship · sortable · uncertainty + footnotes

Sortable research table

Click headers to sort; the active column shows a maroon arrow. The fatality-rate column auto-renders value ± CI when a ciKey is set on the column definition. The footnote superscript next to district names links to the formal note block under the table.

Table 4-2
Fatal & serious-injury rate by TxDOT district, 2019–2023
Five-year average rate per hundred million vehicle-miles travelled (HMVMT). Confidence intervals are 95%, computed by Poisson exact method.
Atlanta114.31.42± 0.183122,840
Austin28.71.08± 0.115214,830
Beaumont9.61.61± 0.221981,920
Brownwood5.21.78± 0.311241,140
Bryan7.41.34± 0.241561,560
Childress22.11.92± 0.4558480
Corpus Christi12.81.27± 0.192472,680
Dallas47.20.94± 0.087127,420
El Paso11.41.18± 0.212182,230
Fort Worth38.61.02± 0.106146,180
Houston62.40.88± 0.078919,240
Lubbock6.81.45± 0.271421,380
San Antonio32.11.04± 0.105585,210
Tyler8.91.51± 0.231871,820
Statewide total287.51.10± 0.044,93848,930
  1. 1 Atlanta district VMT estimate revised in 2023 following the FHWA/HPMS reconciliation.
  2. 2 Childress rate based on small sample (n < 500); interpret with care.
Source: TxDOT CRIS, FHWA HPMS · Compiled by TTI Center for Transportation Safety, 2024.
<TuxDataTable
  table-number="Table 4-2"
  caption="Fatal & serious-injury rate by TxDOT district, 2019–2023"
  description="Five-year average rate per hundred million vehicle-miles travelled (HMVMT). Confidence intervals are 95%, computed by Poisson exact method."
  :columns="sortableColumnsWithFn"
  :rows="sortedDistricts"
  v-model:sort-key="sortKey"
  v-model:sort-dir="sortDir"
  :totals="totalsRow"
  :footnotes="sortableFootnotes"
  source="Source: TxDOT CRIS, FHWA HPMS · Compiled by TTI Center for Transportation Safety, 2024."
/>

grouped · banded by category

Grouped row layout

Pass groups instead of rows; each group renders a maroon-tinted divider above its rows. Column slots (#cell-ph, #cell-schedule) carry the phase chip and the schedule-progress bar without the component knowing about either pattern.

Table 6-1
Major capital projects in flight, by region
ProjectPhaseCost ($M)Schedule
North
I-35E Lewisville bridge Construction142.8
92%
US-380 widening Design98.4
100%
DFW connector Construction1,240 3
78%
Central
MoPac South Letting488.0
100%
I-35 Cap Express Central Construction4,500
84%
Coast
I-45 NHHIP Segment 2 On hold7,400 4
0%
SH-249 toll extension Open632.0
100%
  1. 3 DFW connector includes federal INFRA grant of $192M.
  2. 4 NHHIP Segment 2 paused pending federal Title VI review (since 2023).

dense · sticky · appendix-grade

Sticky-header dense table

For appendix-grade exhaustive listings — segment inventories, station catalogs, asset databases. Header pins during scroll; density drops to compact for tighter rhythm. PCI cells are color-coded by band (good ≥ 80 green, fair 60–79 gold, poor < 60 red).

Table A-7 (excerpt)
Pavement segment inventory · I-35 northbound, MP 220–296
Segment IDFrom MPTo MPPCIIRI (in/mi)Rut (in)Year built
I-35 N-0122422866780.142017
I-35 N-0222823270720.152022
I-35 N-0323223654860.212022
I-35 N-04236240821230.132023
I-35 N-0524024467650.132022
I-35 N-0624424880700.032020
I-35 N-07248252461290.562019
I-35 N-0825225673910.292020
I-35 N-09256260591310.172017
I-35 N-1026026492700.042017
I-35 N-11264268721240.432023
I-35 N-1226827276820.412023
I-35 N-1327227653800.172022
I-35 N-14276280471350.352020
I-35 N-15280284641360.562023
I-35 N-16284288621310.142017
I-35 N-1728829281990.442022
I-35 N-18292296541080.432022
Showing 18 of 312 segments · Header sticks during scroll · Color encodes PCI band (good ≥ 80, fair 60–79, poor < 60)

comparison · before / after

Two-period comparison

For pilot studies and impact reports — two value columns plus a delta column. The improvement direction is encoded by color (green for the right way, red for the wrong way), and the convention is local to the metric: lower is good for delay, higher is good for speed.

Table 8-3
Operational results · I-635 LBJ Express · before vs. after
MetricBefore (2018)After (2023)Δ
Average daily delay (veh-hr)18420.0011240.00-39.0%
Worst-hour speed (mph)22.4038.70+72.8%
Crash rate (per HMVMT)1.841.21-34.2%
Travel time index (PM peak)1.921.41-26.6%