Title: New Port Tampa Bay CDD 9-24-26 Agenda
Company: PFM FA LLC
Category: RFP #

New Port – Tampa Bay Community Development District

N
Not to Scale

AM Peak

MD Peak

PM Peak

1174
81

738
141

875
232

N
Not to Scale

AM Peak

MD Peak

PM Peak

1143
67

753
154

901
236

N
Not to Scale

AM Peak

MD Peak

PM Peak

846

941

955

New Port Tampa Way CDD – Bridge Street
Traffic Count Data Summary Project № 260221.04
August 24, 2026
Page

New Port - Tampa Bay Community Development District
3501 Quadrangle Boulevard, Suite 270, Orlando, FL 32817
Phone 407-723-5900
www.newporttampabaycdd.com

The following is the proposed agenda for the Board of Supervisors Workshop Meeting of the New Port Tampa Bay Community Development District (“District”), scheduled to be held on Thursday, September 24, 2026, at 11:00 a.m. at 5120 Marina Way, Tampa, Florida, 33611. The attendance of three Board Members is required to constitute a quorum.

To attend the meeting by phone, please use the below conference call information:

Call in number:	1-844-621-3956 Passcode:	2539 895 0958 #
BOARD OF SUPERVISORS’ WORKSHOP MEETING AGENDA
Administrative Matters
Call to Order
Roll Call
Public Comment Period
General Business Matters
Discussion Regarding the Migration of the CDD taking over the Operations of the Master Association Beginning 1-1-27
Discussion Regarding Undisclosed Property Transfer by Marina Entity and Access and Parking Control Concerns of Current Residents
Discussion Regarding Installation of Railing
Discussion Regarding Traffic Evaluation Findings and Recommendations
Discussion Regarding CDD/Master Association Expenses Covered by Tower 1 for past 40 months and corrective Measures going forward
Discussion Regarding Speeding / Parking / Towing Violations on CDD Property
Other Matters Adjournment

Discussion Regarding the Migration of the CDD taking over the Operations of the Master Association Beginning 1-1-27

Discussion Regarding Undisclosed Property Transfer by Marina Entity and Access and Parking Control Concerns of Current Residents

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Discussion Regarding Installation of Railing

Discussion Regarding Traffic Evaluation Findings and Recommendations

MEMORANDUM
August 24, 2026

TO:

Ms. Jane Gaarlandt
New Port Tampa Way Community Development District, c/o PFM Group Consulting, LLC

CC: | Craig J. Carden, P.E., Senior Project Manager, Ardurra
FROM:	Thomas Wiggins, P.E., Project Manager

Steven J. Henry, P.E., Founder
Traffic Evaluation Findings and Recommendations; Bridge Street from Gandy Boulevard to Tyson Avenue, City of Tampa, Hillsborough County, Florida

RE:

PURPOSE AND BACKGROUND
The New Port Tampa Bay Community Development District (the District) retained Traffic & Mobility Consultants to evaluate traffic conditions along Bridge Street between Gandy Boulevard and Tyson Avenue. The District and its residents have reported an apparent increase in traffic on Bridge Street coincident with growth in the Westshore District and the delivery of nearby multi-family development. This memorandum summarizes conditions at Bridge Street with Gandy Boulevard, Marina Way, and Tyson Avenue; describes the corridor-wide directional patterns; and then examines the two Tyson Avenue west-leg movements most directly related to the stated concern: the eastbound left turn from the west leg into northbound Bridge Street (EBL) and the southbound Bridge Street right turn to the west leg toward Westshore Boulevard (SBR).
DATA COLLECTION
Fifteen-hour turning movement counts (6:00 AM to 9:00 PM) were conducted at all three Bridge Street intersections on Tuesday, June 23; Wednesday, June 24; and Saturday, June 27, 2026. Vehicles, heavy trucks, pedestrians, and bicycles were classified separately. To provide a consistent corridor comparison, the analysis uses the AM, midday, and PM peak hours established from total entering traffic at Gandy Boulevard. Figures 1 through 3 present the turning-movement volumes for the Gandy-established peak hours on each count day.
Table 1. Gandy Boulevard Established Peak Hours

Count Day | AM Peak | Midday Peak | PM Peak
Tuesday | 7:15-8:15 AM | 12:00-1:00 PM | 5:00-6:00 PM
Wednesday | 7:30-8:30 AM | 11:45 AM-12:45 PM | 5:15-6:15 PM
Saturday | 9:00-10:00 AM | 12:00-1:00 PM | 3:30-4:30 PM

Jacksonville ■ Melbourne ■ Orlando ■ Stuart ■ Tallahassee ■ Tampa ■ West Palm Beach www.trafficmobility.com

799 | 632 | 1272
32 | 45 | 175

33
161

15
5
4

17
3
15

 11	 5

 1	 0

^2	  	^6

26	38
^0	^4

3	3

20

 68

20

115

	

34	16	17
^163	^131	^122

816 | 692 | 1210
32 | 46 | 159

37
175

21
3
5

16
2
11

 13	 5

 0	 2

^4	  	^9

40	35
^7	^5

3	6

12

 62

21

144

	

32	27	21
^167	^142	^170

31
224

31
1
5

21
2
10

754
89

170

28
149

21
1
6

13
0
6

746
74

195

113

27
70

24
3
2

7
0
3

509
34

18	22	36

^120	^195	^225

Heavy Trucks

Heavy trucks represented less than 2% of daily Bridge Street traffic. Most trucks counted at Gandy and Tyson remained on those roadways, while Bridge-related truck activity was generally highest around midday and minimal during the PM peak.
Pedestrians

Pedestrian activity was concentrated at Marina Way, with 88 weekday crossings and 80 on Saturday. Weekday activity was highest during the PM peak, while Saturday activity peaked in the morning. Tyson Avenue had moderate activity concentrated on the north-leg crossing of Bridge Street; Gandy Boulevard had the fewest pedestrians.
Bicycles

Bicycle activity was low but recurring, with no more than six bicycles recorded at any intersection during a peak hour. The counts show no consistent directional or peak-period pattern, although Tyson recorded somewhat greater activity on Saturday.
INTERSECTION TRAFFIC CHARACTERISTICS AND PATTERNS
Bridge Street is a two-lane undivided roadway maintained by the District. It runs generally north-south for approximately one mile between Gandy Boulevard and Tyson Avenue, with Marina Way near the midpoint. The weekday pattern reverses over the day: northbound toward Gandy during the AM peak, moderately southbound at midday, and strongly southbound from Gandy during the PM peak. Saturday is more balanced in the morning and southbound during midday and afternoon.

Table 2. Directional Bridge Street Volumes (vehicles per peak hour)

Analysis Period | Gandy NB / SB | Marina Way NB / SB | Tyson NB / SB | Dominant Pattern
| 264 / 107 | 134 / 75 | 49 / 46 | Northbound toward Gandy
Weekday AM | | | |
Weekday Midday | 157 / 193 | 87 / 154 | 42 / 84 | Moderate southbound
| 156 / 401 | 94 / 307 | 54 / 197 | Strong southbound from Gandy
Weekday PM | | | |
Saturday AM | 183 / 147 | 90 / 115 | 45 / 56 | Generally balanced
| 161 / 259 | 92 / 209 | 53 / 114 | Southbound
Saturday Midday | | | |
Saturday PM | 157 / 269 | 100 / 201 | 64 / 115 | Southbound
Note: Values are NB / SB; weekday values are Tuesday-Wednesday averages rounded to whole vehicles.

Bridge Street & Gandy Boulevard

Bridge Street and Gandy Boulevard form a stop-controlled T-intersection, with Bridge Street as the south leg. All inbound turns onto Bridge Street are permitted: eastbound Gandy Boulevard traffic may turn right and westbound traffic may turn left. Traffic exiting Bridge Street is restricted to right turns onto eastbound Gandy Boulevard; left turns toward westbound Gandy Boulevard are prohibited. Sixteen prohibited northbound left turns were recorded on each count day. These movements represented approximately 0.7% of traffic exiting Bridge Street and constitute a small but consistent compliance issue. Gandy is the corridor's dominant gateway and shows the clearest weekday reversal. Westbound Gandy left turns are the principal source of traffic entering Bridge Street. Gandy is the corridor’s dominant gateway and shows a pronounced weekday reversal: northbound during the AM peak, modestly southbound at midday, and strongly southbound during the PM peak. Westbound Gandy left turns are the principal source of traffic entering Bridge Street. Saturday is more balanced in the morning and southbound during midday and afternoon.
Bridge Street & Marina Way

Bridge Street and Marina Way form a four-leg, single-lane roundabout. Marina Way comprises the east and west legs and carries comparatively light traffic. The roundabout provides continuous mid-corridor speed control and is the location of the corridor’s heaviest pedestrian activity. Marina Way mirrors the Gandy directional pattern. Approximately 93% of the weekday AM northbound approach and 84% to 86% of the weekday PM southbound approach

continued through the roundabout, confirming that the dominant movements are part of the broader Bridge Street flow. Saturday traffic is more balanced in the morning and southbound thereafter.
Bridge Street & Tyson Avenue

Bridge Street and Tyson Avenue form a stop-controlled T-intersection, with Bridge Street as the north leg. All movements are permitted. Vehicles departing Bridge Street may turn left to travel east on Tyson Avenue or right to travel west toward Westshore Boulevard. Tyson carries materially less Bridge Street traffic than Gandy Boulevard, with weekday AM traffic nearly balanced and midday and PM traffic predominantly southbound.
The Tyson southbound approach and west-leg movements provide supplemental information regarding traffic distribution at the southern terminus. The focused west-leg review compares the eastbound-left (EBL) movement entering northbound Bridge Street from Tyson Avenue with the southbound-right (SBR) movement leaving Bridge Street toward Westshore Boulevard. Because these are opposing movements counted at a single intersection, they provide context regarding the directional balance of the west-leg interface but do not independently establish travel patterns elsewhere along Bridge Street.
Table 3. Daily Tyson West-Leg Movements (vehicles, 6:00 AM-9:00 PM)

Count Day

West Leg to Bridge (EBL)

Bridge to West Leg
(SBR)

West Leg Interface Total

SBR Share of Bridge Departures

SBR / EBL
Ratio

Tuesday | 326 | 914 | 1,240 | 72.8% | 2.8x
Wednesday | 325 | 968 | 1,293 | 73.0% | 3.0x
Saturday | 352 | 1,016 | 1,368 | 76.9% | 2.9x
Note: The SBR share is the portion of all southbound Bridge Street departures at Tyson that turned right to the west leg. The interface total is EBL plus SBR and is not a count of unique vehicles.

As summarized in Table 3, the SBR movement was consistently greater than the EBL movement on each count day. Daily SBR volumes ranged from 914 to 1,016 vehicles, compared with 325 to 352 EBL vehicles, equating to approximately 2.8 to 3.0 SBR vehicles for every EBL vehicle. In addition, approximately 73% to 77% of all southbound Bridge Street departures at Tyson turned right toward the west leg. EBL volumes remained relatively consistent across the three days, while the highest SBR volume occurred on Saturday,

indicating that westbound departures were more broadly sustained throughout the weekend count period.
Table 4. Tyson West-Leg Peak-Hour Movements (vehicles per hour)

Analysis Period

Weekday Avg.
West Leg to Bridge (EBL)

Weekday Avg.
Bridge to West Leg (SBR)

Saturday West Leg to Bridge
(EBL)

Saturday Bridge to West Leg
(SBR)

AM | 33 | 31 | 18 | 44
Midday | 22 | 68 | 22 | 93
PM | 19 | 138 | 36 | 89
Note: Weekday values are Tuesday-Wednesday averages rounded to whole vehicles. Peak periods differ by count day as shown in Table 1.

The peak-hour comparison in Table 4 shows that the imbalance varies considerably by time of day. During the weekday AM peak, the two movements were nearly balanced, averaging 33 EBL and 31 SBR vehicles. By midday, SBR increased to 68 vehicles compared with 22 EBL vehicles, a ratio of approximately 3:1. The difference was greatest during the weekday PM peak, when 138 SBR vehicles were recorded compared with 19 EBL vehicles, a ratio exceeding 7:1. SBR also remained dominant throughout Saturday, exceeding EBL by ratios ranging from approximately
2.4:1 to 4.2:1. Saturday EBL activity was somewhat greater during the PM period, but the movement remained substantially lower than SBR.
Overall, the Tyson west-leg interface is primarily oriented toward traffic leaving Bridge Street and traveling west toward Westshore Boulevard, particularly during the weekday midday and PM periods. EBL traffic entering Bridge Street from the west leg is comparatively low and stable. Although this pattern supports the reported concern regarding westbound traffic at Tyson Avenue, the movement counts should not be interpreted as establishing how many vehicles traveled the full length of Bridge Street from Gandy Boulevard.
BRIDGE STREET CORRIDOR PATTERNS
The Gandy-established peak periods are summarized in Table 1. The two weekday count days produced similar results, particularly during the PM peak, indicating that the observed directional patterns are recurring rather than isolated to one day.

Northbound Traffic Pattern

Northbound traffic accumulates as it travels from Tyson toward Gandy during every analyzed period. The pattern is strongest during the weekday AM peak, when average northbound volume increases from 49 vehicles at Tyson to 134 at Marina Way and 264 at Gandy. This increase indicates that local traffic joins Bridge Street at Marina Way and other intermediate access points.
Southbound Traffic Pattern

Southbound traffic follows the opposite pattern, entering at its highest volume from Gandy and decreasing toward Tyson. During the weekday PM peak, average southbound volume declines from 401 vehicles at Gandy to 307 at Marina Way and 197 at Tyson. Saturday shows the same dispersion but with a flatter midday-to-afternoon profile and an earlier PM peak.
Overall Corridor Function

Two-way Bridge Street volumes decrease consistently from Gandy through Marina Way to Tyson during every analyzed peak. Gandy is the dominant gateway, Marina Way carries substantial through traffic and serves as an intermediate point of turnover, and Tyson carries materially lower volumes. The corridor therefore functions primarily as a collector and distributor for surrounding development, with substantial traffic entering and leaving between the termini.
Tyson West-Leg Context
Table 5 compares the southbound traffic entering Bridge Street at Gandy with the SBR movement to Tyson's west leg. This defines the numerical scale of a possible Gandy-to-Tyson path; it is not a measured continuation rate. The Tyson west-leg exit is numerically equivalent to approximately 29% to 36% of southbound entries at Gandy in every analyzed peak. On a full-day basis, the corresponding ratios are 32% Tuesday, 33% Wednesday, and 37% Saturday. In the reverse direction, the west-leg EBL movement is approximately 13%, 14%, and 12% of northbound traffic exiting Bridge Street at Gandy during the weekday AM, midday, and PM peaks, respectively. The west-leg interface is therefore primarily southbound toward Westshore Boulevard rather than a balanced two-way exchange.

Table 5. Southbound Comparison (vehicles per peak hour)

Analysis Period | Gandy SB Entering Bridge Street | Tyson SBR to West Leg | Tyson SBR / Gandy SB
Weekday AM | 107 | 31 | 29%
Weekday Midday | 193 | 68 | 35%
Weekday PM | 401 | 138 | 34%
Saturday AM | 147 | 44 | 30%
Saturday Midday | 259 | 93 | 36%
Saturday PM | 269 | 89 | 33%
Note: The ratio compares separate segments. It does not represent the percentage of individual vehicles traveling from Gandy to Tyson's west leg.

CONCLUSION AND RECOMMENDED NEXT STEP
Bridge Street functions primarily as a collector and distributor for surrounding development, with Gandy Boulevard serving as the corridor’s dominant gateway. Traffic generally accumulates northbound toward Gandy during the weekday AM peak and disperses southbound from Gandy during the midday and PM periods. Two-way volumes decrease consistently from Gandy Boulevard through Marina Way to Tyson Avenue, demonstrating that a meaningful portion of traffic enters or leaves Bridge Street at intermediate access points rather than traveling between the two termini.
Within this broader corridor pattern, the Tyson Avenue west-leg interface is primarily oriented toward traffic leaving Bridge Street and traveling west toward Westshore Boulevard. The SBR movement was approximately 3 times the EBL movement and accounted for approximately 75% of all southbound Bridge Street departures at Tyson. Although the two west-leg movements were nearly balanced during the weekday AM peak, SBR was approximately three times EBL during the midday peak and more than seven times EBL during the weekday PM peak. SBR also remained dominant throughout Saturday, when the highest daily SBR total was recorded. These findings reinforce the reported concern regarding westbound traffic at Tyson, particularly during midday and afternoon periods.

ATTACHMENTS

Type of peak hour being reported: Intersection Peak	Method for determining peak hour: Total Entering Volume

LOCATION: Bridge St -- Gandy Blvd	QC JOB #: 17692113
CITY/STATE: Tampa, FL	DATE: Tue, Jun 23 2026

Peak-Hour: 5:00 PM -- 6:00 PM
0	0	^0	^0
Peak 15-Min: 5:15 PM -- 5:30 PM
0  0  0	^0	^0	^0

875  0	0	1117	^1.9  ^0	^0	^1.5
1272 	0.95	 875	^1.2	^1.9
1447  175 	242	1433	^1	^0	^0	^1.2

0  0 151	0	0  1.3

407	151	0	1.3

^1	0	0	0

0	0
1	1	_0	_4
0	0

_0			1	0	0

			
N/A		N/A

N/A	N/A	N/A	N/A

N/A	N/A

15-Min Count Period Beginning At | | Bridge St (Northbound) | Bridge St (Southbound) | Gandy Blvd (Eastbound) | Gandy Blvd (Westbound) | Total | Hourly Totals
| Left	Thru	Right	U | Left	Thru	Right	U | Left	Thru  Right	U | Left	Thru  Right	U | |
6:00 AM | | 1	0	18	0 | 0	0	0	0 | 0	99	5	0 | 7	117	0	1 | 248 |
6:15 AM | | 1	0	30	0 | 0	0	0	0 | 0	138	2	0 | 11	156	0	0 | 338 |
6:30 AM | | 1	0	24	0 | 0	0	0	0 | 0	193	3	0 | 8	184	0	1 | 414 |
6:45 AM | | 0	0	39	0 | 0	0	0	0 | 0	178	11	0 | 7	214	0	1 | 450 | 1450
7:00 AM | | 2	0	44	0 | 0	0	0	0 | 0	183	7	0 | 14	256	0	2 | 508 | 1710
7:15 AM | | 2	0	66	0 | 0	0	0	0 | 0	205	6	0 | 22	285	0	0 | 586 | 1958
7:30 AM | | 3	0	56	0 | 0	0	0	0 | 0	195	6	0 | 23	335	0	0 | 618 | 2162
7:45 AM | | 2	0	52	1 | 0	0	0	0 | 0	203	9	0 | 17	291	0	0 | 575 | 2287
8:00 AM | | 0	0	80	0 | 0	0	0	0 | 0	196	11	0 | 19	263	0	3 | 572 | 2351
8:15 AM | | 0	0	78	0 | 0	0	0	0 | 0	209	7	0 | 15	260	0	1 | 570 | 2335
8:30 AM | | 0	0	71	0 | 0	0	0	0 | 0	196	5	0 | 22	258	0	1 | 553 | 2270
8:45 AM | | 0	0	52	0 | 0	0	0	0 | 0	201	8	0 | 26	223	0	2 | 512 | 2207
9:00 AM | | 0	0	41	0 | 0	0	0	0 | 0	162	7	0 | 22	186	0	4 | 422 | 2057
9:15 AM | | 0	0	36	0 | 0	0	0	0 | 0	133	8	0 | 11	199	0	4 | 391 | 1878
9:30 AM | | 0	0	42	0 | 0	0	0	0 | 0	133	4	0 | 26	214	0	2 | 421 | 1746
9:45 AM | | 1	0	29	0 | 0	0	0	0 | 0	163	7	0 | 23	178	0	5 | 406 | 1640
10:00 AM | | 0	0	34	0 | 0	0	0	0 | 0	125	10	0 | 29	182	0	2 | 382 | 1600
10:15 AM | | 0	0	37	0 | 0	0	0	0 | 0	145	8	0 | 12	198	0	0 | 400 | 1609
10:30 AM | | 2	0	29	0 | 0	0	0	0 | 0	97	6	0 | 22	171	0	5 | 332 | 1520
10:45 AM | | 0	0	23	0 | 0	0	0	0 | 0	143	10	0 | 25	133	0	1 | 335 | 1449
11:00 AM | | 0	0	29	0 | 0	0	0	0 | 0	141	7	0 | 31	165	0	4 | 377 | 1444
11:15 AM | | 0	0	34	0 | 0	0	0	0 | 0	180	6	0 | 30	170	0	3 | 423 | 1467
11:30 AM | | 0	0	44	0 | 0	0	0	0 | 0	154	10	0 | 24	155	0	2 | 389 | 1524
11:45 AM | | 0	0	36	0 | 0	0	0	0 | 0	152	14	0 | 30	198	0	3 | 433 | 1622
12:00 PM | | 0	0	38	0 | 0	0	0	0 | 0	152	13	0 | 33	190	0	4 | 430 | 1675
12:15 PM | | 0	0	35	0 | 0	0	0	0 | 0	175	5	0 | 42	178	0	3 | 438 | 1690
12:30 PM | | 0	0	34	0 | 0	0	0	0 | 0	147	12	0 | 33	169	0	1 | 396 | 1697
12:45 PM | | 0	0	38	0 | 0	0	0	0 | 0	158	15	0 | 33	201	0	7 | 452 | 1716
1:00 PM | | 0	0	32	0 | 0	0	0	0 | 0	145	9	0 | 34	167	0	2 | 389 | 1675
1:15 PM | | 0	0	26	0 | 0	0	0	0 | 0	148	18	0 | 46	181	0	1 | 420 | 1657
1:30 PM | | 0	0	28	0 | 0	0	0	0 | 0	160	12	0 | 39	201	0	2 | 442 | 1703
1:45 PM | | 0	0	34	0 | 0	0	0	0 | 0	149	11	0 | 25	192	0	1 | 412 | 1663
2:00 PM | | 0	0	23	0 | 0	0	0	0 | 0	145	10	0 | 38	201	0	4 | 421 | 1695
2:15 PM | | 0	0	34	0 | 0	0	0	0 | 0	151	12	0 | 20	240	0	7 | 464 | 1739
2:30 PM | | 0	0	38	0 | 0	0	0	0 | 0	188	8	0 | 23	213	0	2 | 472 | 1769
2:45 PM | | 0	0	34	0 | 0	0	0	0 | 0	206	15	0 | 42	234	0	2 | 533 | 1890
3:00 PM | | 0	0	39	0 | 0	0	0	0 | 0	229	14	0 | 30	236	0	4 | 552 | 2021
3:15 PM | | 0	0	28	0 | 0	0	0	0 | 0	222	9	0 | 30	240	0	1 | 530 | 2087

15-Min Count Period Beginning At

Bridge St
(Northbound)

Bridge St
(Southbound)

Gandy Blvd
(Eastbound)

Gandy Blvd
(Westbound)

Total

Hourly Totals

Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U | |

3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM

0
0
0
0
0
0

0	38
0	31
0	28
0	23
0	31
0	30

0
0
0
0
0
0

0
0
0
0
0
0

0	0
0	0
0	0
0	0
0	0
0	0

0
0
0
0
0
0

0
0
0
0
0
0

196	13
205	10
234	20
272	27
285	24
291	32

0
0
0
0
0
0

31
42
28
40
64
50

269	0
285	0
285	0
242	0
248	0
208	0

3
4
1
1
4
1

550
577
596
605
656
612

2165
2209
2253
2328
2434
2469

5:00 PM | 0 | 0 | 38 | 0 | 0 | 0 | 0 | 0 | 0 | 317 | 30 | 0 | 51 | 220 | 0 | 3 | 659 | 2532
5:15 PM | 0 | 0 | 40 | 0 | 0 | 0 | 0 | 0 | 0 | 337 | 64 | 0 | 53 | 217 | 0 | 5 | 716 | 2643

5:30 PM
5:45 PM

0

0

30

0

0

0

0

0

0

325

41

0

59

227

0

1

683

2670

0 | 0 | 43 | 0 | 0 | 0 | 0 | 0 | 0 | 293 | 40 | 0 | 69 | 211 | 0 | 1 | 657 | 2715

6:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM

0
0
0
0
0
0
0
0
0
0
1
0

0	36
0	41
0	39
0	32
0	34
0	27
0	30
0	35
0	20
0	32
0	19
0	18

0
0
0
0
1
0
0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0
0

0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0

0
0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0
0

266	20
260	29
242	29
140	31
127	15
154	18
147	23
132	11
120	7
110	18
111	10
114	6

0
0
0
0
0
0
0
0
0
0
0
0

41
43
55
60
50
51
52
47
41
28
49
30

192	0
183	0
192	0
150	0
165	0
128	0
105	0
95	0
121	0
124	0
98	0
96	0

6
9
6
5
6
5
0
2
3
2
0
2

561
565
563
418
398
383
357
322
312
314
288
266

2617
2466
2346
2107
1944
1762
1556
1460
1374
1305
1236
1180

Peak 15-Min Flowrates | Northbound | Southbound | Eastbound | Westbound | Total
Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U |

All Vehicles Heavy Trucks Buses Pedestrians Bicycles
Scooters

0
0

0

0	160
0	0
0
0	0

0

0
0

0

0	0
0	0
0
0	0

0

0
0

0

1348	256
4	0
0
0	0

0

212
0

0

868	0
8	0
4
4	0

20

2864
12
4
4

Comments:
Report generated on 7/2/2026 11:24 AM	SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak	Method for determining peak hour: Total Entering Volume

LOCATION: Bridge St -- Gandy Blvd	QC JOB #: 17692114
CITY/STATE: Tampa, FL	DATE: Wed, Jun 24 2026

Peak-Hour: 5:15 PM -- 6:15 PM
0	0	^0	^0
Peak 15-Min: 5:15 PM -- 5:30 PM
0  0  0	^0	^0	^0

901  0	0	1148	^1.3  ^0	^0	^1
1210 	0.95	 901	^0.8	^1.3
1369  159 	247	1382	^0.7	^0	^0	^0.8

0  0 161	0	0  0.6

395	161	0	0.6

^2	0	0	0

0	0
2	1	_1	_0
1	1

_1			0	0	1

			
N/A		N/A

N/A	N/A	N/A	N/A

N/A	N/A

15-Min Count Period Beginning At | | Bridge St (Northbound) | Bridge St (Southbound) | Gandy Blvd (Eastbound) | Gandy Blvd (Westbound) | Total | Hourly Totals
| Left	Thru	Right	U | Left	Thru	Right	U | Left	Thru  Right	U | Left	Thru  Right	U | |
6:00 AM | | 0	0	22	0 | 0	0	0	0 | 0	97	1	0 | 4	107	0	1 | 232 |
6:15 AM | | 0	0	25	0 | 0	0	0	0 | 0	149	6	0 | 3	164	0	1 | 348 |
6:30 AM | | 0	0	30	0 | 0	0	0	0 | 0	181	7	0 | 5	187	0	3 | 413 |
6:45 AM | | 0	0	42	0 | 0	0	0	0 | 0	189	5	0 | 19	174	0	0 | 429 | 1422
7:00 AM | | 0	0	45	0 | 0	0	0	0 | 0	184	6	0 | 19	243	0	1 | 498 | 1688
7:15 AM | | 2	0	59	0 | 0	0	0	0 | 0	202	6	0 | 21	290	0	0 | 580 | 1920
7:30 AM | | 2	0	60	0 | 0	0	0	0 | 0	210	10	0 | 18	331	0	1 | 632 | 2139
7:45 AM | | 1	0	60	0 | 0	0	0	0 | 0	217	9	0 | 15	261	0	1 | 564 | 2274
8:00 AM | | 1	0	71	0 | 0	0	0	0 | 0	180	6	0 | 11	276	0	2 | 547 | 2323
8:15 AM | | 0	0	70	0 | 0	0	0	0 | 0	209	7	0 | 23	275	0	3 | 587 | 2330
8:30 AM | | 0	0	69	0 | 0	0	0	0 | 0	202	12	0 | 24	238	0	2 | 547 | 2245
8:45 AM | | 1	0	58	0 | 0	0	0	0 | 0	174	9	0 | 31	223	0	3 | 499 | 2180
9:00 AM | | 0	0	42	0 | 0	0	0	0 | 0	160	6	0 | 12	220	0	2 | 442 | 2075
9:15 AM | | 1	0	40	0 | 0	0	0	0 | 0	124	10	0 | 21	199	0	0 | 395 | 1883
9:30 AM | | 1	0	41	0 | 0	0	0	0 | 0	138	11	0 | 25	208	0	2 | 426 | 1762
9:45 AM | | 0	0	32	0 | 0	0	0	0 | 0	164	9	0 | 38	172	0	3 | 418 | 1681
10:00 AM | | 0	0	32	0 | 0	0	0	0 | 0	160	10	0 | 19	189	0	4 | 414 | 1653
10:15 AM | | 0	0	27	0 | 0	0	0	0 | 0	122	8	0 | 12	172	0	3 | 344 | 1602
10:30 AM | | 0	0	27	0 | 0	0	0	0 | 0	156	5	0 | 21	171	0	4 | 384 | 1560
10:45 AM | | 0	0	34	0 | 0	0	0	0 | 0	172	15	0 | 28	154	0	3 | 406 | 1548
11:00 AM | | 0	0	40	0 | 0	0	0	0 | 0	155	6	0 | 24	177	0	3 | 405 | 1539
11:15 AM | | 0	0	30	0 | 0	0	0	0 | 0	163	12	0 | 37	184	0	2 | 428 | 1623
11:30 AM | | 1	0	33	0 | 0	0	0	0 | 0	174	14	0 | 28	171	0	5 | 426 | 1665
11:45 AM | | 0	0	47	0 | 0	0	0	0 | 0	193	13	0 | 31	163	0	5 | 452 | 1711
12:00 PM | | 0	0	41	0 | 0	0	0	0 | 0	180	11	0 | 24	180	0	4 | 440 | 1746
12:15 PM | | 0	0	30	0 | 0	0	0	0 | 0	173	11	0 | 52	197	0	1 | 464 | 1782
12:30 PM | | 0	0	50	0 | 0	0	0	0 | 0	146	11	0 | 47	213	0	4 | 471 | 1827
12:45 PM | | 0	0	47	0 | 0	0	0	0 | 0	172	7	0 | 35	166	0	5 | 432 | 1807
1:00 PM | | 0	0	30	0 | 0	0	0	0 | 0	168	11	0 | 43	175	0	5 | 432 | 1799
1:15 PM | | 0	0	27	0 | 0	0	0	0 | 0	176	10	0 | 33	201	0	5 | 452 | 1787
1:30 PM | | 0	0	27	0 | 0	0	0	0 | 0	191	10	0 | 24	214	0	8 | 474 | 1790
1:45 PM | | 0	0	23	0 | 0	0	0	0 | 0	186	6	0 | 31	206	0	6 | 458 | 1816
2:00 PM | | 0	0	29	0 | 0	0	0	0 | 0	170	10	0 | 35	229	0	9 | 482 | 1866
2:15 PM | | 0	0	20	0 | 0	0	0	0 | 0	154	15	0 | 34	263	0	5 | 491 | 1905
2:30 PM | | 0	0	30	0 | 0	0	0	0 | 0	174	10	0 | 32	207	0	2 | 455 | 1886
2:45 PM | | 2	0	32	0 | 0	0	0	0 | 0	185	17	0 | 36	229	0	4 | 505 | 1933
3:00 PM | | 0	0	23	0 | 0	0	0	0 | 0	219	9	0 | 32	223	0	3 | 509 | 1960
3:15 PM | | 0	0	32	0 | 0	0	0	0 | 0	207	16	0 | 38	254	0	4 | 551 | 2020

15-Min Count Period Beginning At

Bridge St
(Northbound)

Bridge St
(Southbound)

Gandy Blvd
(Eastbound)

Gandy Blvd
(Westbound)

Total

Hourly Totals

Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U | |

3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM

0
0
0
0
0
0
0

0	50
0	26
0	38
0	29
0	32
0	35
0	43

0
0
0
0
0
0
0

0
0
0
0
0
0
0

0	0
0	0
0	0
0	0
0	0
0	0
0	0

0
0
0
0
0
0
0

0
0
0
0
0
0
0

229	18
196	10
252	13
241	19
277	30
263	26
265	24

0
0
0
0
0
0
0

33
37
36
47
46
41
36

260	0
253	0
264	0
263	0
277	0
226	0
242	0

3
3
3
2
3
3
2

593
525
606
601
665
594
612

2158
2178
2275
2325
2397
2466
2472

5:15 PM | 0 | 0 | 42 | 0 | 0 | 0 | 0 | 0 | 0 | 314 | 40 | 0 | 51 | 255 | 0 | 2 | 704 | 2575

5:30 PM
5:45 PM
6:00 PM

0

0

37

0

0

0

0

0

0

312

40

0

61

225

0

3

678

2588

0 | 0 | 38 | 0 | 0 | 0 | 0 | 0 | 0 | 293 | 43 | 0 | 69 | 205 | 0 | 4 | 652 | 2646
0 | 0 | 44 | 0 | 0 | 0 | 0 | 0 | 0 | 291 | 36 | 0 | 55 | 216 | 0 | 2 | 644 | 2678

6:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM

1
1
0
0
1
0
0
0
0
1
0

0	35
0	29
0	31
0	32
0	28
0	24
0	41
0	22
0	26
0	21
0	24

0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0

0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0

0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0

252	33
177	23
157	17
136	17
134	21
132	13
113	24
105	15
128	15
90	12
141	13

0
0
0
0
0
0
0
0
0
0
0

66
62
57
45
44
50
45
57
30
44
38

211	0
167	0
144	0
126	0
101	0
134	0
102	0
99	0
107	0
104	0
99	0

3
6
1
8
4
4
4
1
3
6
4

601
465
407
364
333
357
329
299
309
278
319

2575
2362
2117
1837
1569
1461
1383
1318
1294
1215
1205

Peak 15-Min Flowrates | Northbound | Southbound | Eastbound | Westbound | Total
Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U |

All Vehicles Heavy Trucks Buses Pedestrians Bicycles
Scooters

0
0

0

0	168
0	4
4
0	0

0

0
0

0

0	0
0	0
4
0	0

0

0
0

0

1256	160
0	0
0
0	0

0

204
0

0

1020	0
24	0
0
0	0

8

2816
28
8
0

Comments:
Report generated on 7/2/2026 11:24 AM	SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak	Method for determining peak hour: Total Entering Volume

LOCATION: Bridge St -- Gandy Blvd	QC JOB #: 17692115
CITY/STATE: Tampa, FL	DATE: Sat, Jun 27 2026

Peak-Hour: 3:30 PM -- 4:30 PM
0	0	^0	^0
Peak 15-Min: 3:45 PM -- 4:00 PM
0  0  0	^0	^0	^0

957  0	0	1166	^0.9  ^0	^0	^1
746 	0.99	 955	^1.5	^0.9
820  74 	211	917	^1.3	^0	^1.4	^1.4

2  0 155	0	0  1.3

269	157	1.1	1.3

^0	0	0	0

0	0
0	0	_0	_1
0	0

_0			0	0	0

			
N/A		N/A

N/A	N/A	N/A	N/A

N/A	N/A

15-Min Count Period Beginning At | | Bridge St (Northbound) | Bridge St (Southbound) | Gandy Blvd (Eastbound) | Gandy Blvd (Westbound) | Total | Hourly Totals
| Left	Thru	Right	U | Left	Thru	Right	U | Left	Thru  Right	U | Left	Thru  Right	U | |
6:00 AM | | 2	0	4	0 | 0	0	0	0 | 0	30	1	0 | 2	68	0	2 | 109 |
6:15 AM | | 0	0	8	0 | 0	0	0	0 | 0	35	0	0 | 1	66	0	3 | 113 |
6:30 AM | | 1	0	9	0 | 0	0	0	0 | 0	33	4	0 | 1	112	0	2 | 162 |
6:45 AM | | 0	0	9	0 | 0	0	0	0 | 0	47	4	0 | 5	80	0	3 | 148 | 532
7:00 AM | | 0	0	11	0 | 0	0	0	0 | 0	50	3	0 | 2	108	0	3 | 177 | 600
7:15 AM | | 0	0	18	0 | 0	0	0	0 | 0	61	1	0 | 0	110	0	3 | 193 | 680
7:30 AM | | 0	0	19	0 | 0	0	0	0 | 0	63	1	0 | 7	120	0	1 | 211 | 729
7:45 AM | | 0	0	19	0 | 0	0	0	0 | 0	102	2	0 | 5	119	0	2 | 249 | 830
8:00 AM | | 0	0	16	0 | 0	0	0	0 | 0	68	2	0 | 11	111	0	4 | 212 | 865
8:15 AM | | 0	0	23	0 | 0	0	0	0 | 0	87	7	0 | 11	154	0	2 | 284 | 956
8:30 AM | | 0	0	37	0 | 0	0	0	0 | 0	96	7	0 | 12	161	0	2 | 315 | 1060
8:45 AM | | 0	0	35	0 | 0	0	0	0 | 0	96	7	0 | 16	178	0	2 | 334 | 1145
9:00 AM | | 0	0	39	0 | 0	0	0	0 | 0	115	4	0 | 18	177	0	7 | 360 | 1293
9:15 AM | | 0	0	33	0 | 0	0	0	0 | 0	128	13	0 | 21	207	0	4 | 406 | 1415
9:30 AM | | 0	0	62	0 | 0	0	0	0 | 0	124	5	0 | 32	242	0	3 | 468 | 1568
9:45 AM | | 0	0	49	0 | 0	0	0	0 | 0	142	12	0 | 42	220	0	4 | 469 | 1703
10:00 AM | | 0	0	48	0 | 0	0	0	0 | 0	159	9	0 | 30	232	0	5 | 483 | 1826
10:15 AM | | 0	0	43	0 | 0	0	0	0 | 0	166	9	0 | 24	249	0	3 | 494 | 1914
10:30 AM | | 1	0	49	0 | 0	0	0	0 | 0	159	15	0 | 35	226	0	3 | 488 | 1934
10:45 AM | | 0	0	48	0 | 0	0	0	0 | 0	173	21	0 | 36	229	0	1 | 508 | 1973
11:00 AM | | 1	0	50	0 | 0	0	0	0 | 0	170	14	0 | 40	231	0	5 | 511 | 2001
11:15 AM | | 0	0	41	0 | 0	0	0	0 | 0	139	16	0 | 41	262	0	3 | 502 | 2009
11:30 AM | | 0	0	41	0 | 0	0	0	0 | 0	176	19	0 | 42	240	0	5 | 523 | 2044
11:45 AM | | 0	0	37	0 | 0	0	0	0 | 0	167	16	0 | 30	254	0	6 | 510 | 2046
12:00 PM | | 0	0	52	0 | 0	0	0	0 | 0	186	13	0 | 39	244	0	5 | 539 | 2074
12:15 PM | | 0	0	36	0 | 0	0	0	0 | 0	197	22	0 | 53	231	0	3 | 542 | 2114
12:30 PM | | 0	0	35	0 | 0	0	0	0 | 0	183	31	0 | 36	233	0	5 | 523 | 2114
12:45 PM | | 0	0	38	0 | 0	0	0	0 | 0	188	23	0 | 42	233	0	4 | 528 | 2132
1:00 PM | | 0	0	48	0 | 0	0	0	0 | 0	191	14	0 | 46	226	0	7 | 532 | 2125
1:15 PM | | 0	0	45	0 | 0	0	0	0 | 0	181	13	0 | 45	253	0	7 | 544 | 2127
1:30 PM | | 0	0	36	0 | 0	0	0	0 | 0	164	17	0 | 57	230	0	2 | 506 | 2110
1:45 PM | | 0	0	38	0 | 0	0	0	0 | 0	187	15	0 | 30	241	0	7 | 518 | 2100
2:00 PM | | 1	0	39	0 | 0	0	0	0 | 0	163	27	0 | 44	264	0	6 | 544 | 2112
2:15 PM | | 1	0	38	0 | 0	0	0	0 | 0	197	19	0 | 46	237	0	9 | 547 | 2115
2:30 PM | | 0	0	45	0 | 0	0	0	0 | 0	193	20	0 | 47	211	0	3 | 519 | 2128
2:45 PM | | 0	0	32	0 | 0	0	0	0 | 0	183	21	0 | 48	226	0	5 | 515 | 2125
3:00 PM | | 0	0	42	0 | 0	0	0	0 | 0	181	17	0 | 34	240	0	8 | 522 | 2103
3:15 PM | | 0	0	39	0 | 0	0	0	0 | 0	181	18	0 | 29	197	0	2 | 466 | 2022

15-Min Count Period Beginning At

Bridge St
(Northbound)

Bridge St
(Southbound)

Gandy Blvd
(Eastbound)

Gandy Blvd
(Westbound)

Total

Hourly Totals

Left	Thru	Right	U | Left	Thru	Right	U | Left	Thru  Right	U | Left	Thru  Right	U | |
3:30 PM | 0	0	39	0 | 0	0	0	0 | 0 | 186 | 18 | 0 | 53 | 237 | 0 | 4 | 537 | 2040
3:45 PM | 0	0	30	0 | 0 | 0 | 0 | 0 | 0 | 200 | 23 | 0 | 53 | 232 | 0 | 2 | 540 | 2065

4:00 PM
4:15 PM

2	0	46	0
0	0	40	0

0

0

0

0

0

181

13

0

48

233

0

5

528

2071
2143

0 | 0 | 0 | 0 | 0 | 179 | 20 | 0 | 41 | 253 | 0 | 5 | 538 |
4:30 PM | 1 | 0	33 | 0 | 0 | 0	0 | 0 | 0 | 187	16 | 0 | 35 | 235	0 | 6 | 513 | 2119
4:45 PM | 0 | 0	38 | 0 | 0 | 0	0 | 0 | 0 | 184	25 | 0 | 27 | 243	0 | 6 | 523 | 2102
5:00 PM | 0 | 0	31 | 0 | 0 | 0	0 | 0 | 0 | 186	17 | 0 | 43 | 229	0 | 4 | 510 | 2084
5:15 PM | 1 | 0	43 | 0 | 0 | 0	0 | 0 | 0 | 178	25 | 0 | 36 | 224	0 | 7 | 514 | 2060
5:30 PM | 1 | 0	32 | 0 | 0 | 0	0 | 0 | 0 | 177	23 | 0 | 35 | 179	0 | 4 | 451 | 1998
5:45 PM | 0 | 0	49 | 0 | 0 | 0	0 | 0 | 0 | 175	24 | 0 | 39 | 213	0 | 5 | 505 | 1980
6:00 PM | 0 | 0	40 | 0 | 0 | 0	0 | 0 | 0 | 177	19 | 0 | 32 | 218	0 | 6 | 492 | 1962
6:15 PM | 0 | 0	47 | 0 | 0 | 0	0 | 0 | 0 | 174	26 | 0 | 35 | 165	0 | 1 | 448 | 1896
6:30 PM | 0 | 0	37 | 0 | 0 | 0	0 | 0 | 0 | 153	19 | 0 | 37 | 184	0 | 3 | 433 | 1878
6:45 PM | 0 | 0	50 | 0 | 0 | 0	0 | 0 | 0 | 181	22 | 0 | 44 | 160	0 | 7 | 464 | 1837
7:00 PM | 0 | 0	39 | 0 | 0 | 0	0 | 0 | 0 | 137	24 | 0 | 32 | 142	0 | 3 | 377 | 1722
7:15 PM | 0 | 0	33 | 0 | 0 | 0	0 | 0 | 0 | 155	22 | 0 | 28 | 169	0 | 2 | 409 | 1683
7:30 PM | 1 | 0	30 | 0 | 0 | 0	0 | 0 | 0 | 153	18 | 0 | 35 | 146	0 | 3 | 386 | 1636
7:45 PM | 1 | 0	19 | 0 | 0 | 0	0 | 0 | 0 | 145	25 | 0 | 33 | 140	0 | 5 | 368 | 1540
8:00 PM | 0 | 0	26 | 0 | 0 | 0	0 | 0 | 0 | 124	21 | 0 | 26 | 111	0 | 3 | 311 | 1474
8:15 PM | 0 | 0	25 | 0 | 0 | 0	0 | 0 | 0 | 163	8 | 0 | 20 | 102	0 | 3 | 321 | 1386
8:30 PM | 0 | 0	30 | 0 | 0 | 0	0 | 0 | 0 | 145	11 | 0 | 34 | 112	0 | 2 | 334 | 1334
8:45 PM | 2 | 0	14 | 0 | 0 | 0	0 | 0 | 0 | 158	5 | 0 | 28 | 101	0 | 5 | 313 | 1279
Peak 15-Min Flowrates | Northbound | Southbound | Eastbound | Westbound | Total
Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U |

All Vehicles Heavy Trucks Buses Pedestrians Bicycles
Scooters

0	0	120	0
0	0	0
0
0	0	0

0

0	0

0

0

800	92

0

212	928	0	8
0	12	0
0
0	4	0

2160
24
0
4

0 | 0	0 | | 0 | 12	0 | | |
| 0 | | | 0 | | |
0 | 0	0 | | 0 | 0	0 | | |
Comments:
Report generated on 7/2/2026 11:24 AM	SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak	Method for determining peak hour: Total Entering Volume

LOCATION: Bridge St -- Marina Bay	QC JOB #: 17692116
CITY/STATE: Tampa, FL	DATE: Tue, Jun 23 2026

Peak-Hour: 5:00 PM -- 6:00 PM
313	104	^0.3	^3.8
Peak 15-Min: 5:45 PM -- 6:00 PM
18 268 27	^0  ^0.4  ^0

24  15	17	35	^0  ^13.3	^0	^0
5 	0.85	 3	^0	^0
24  4 	15	48	^12.5	^25	^0	^0

9  64 24	0  3.1  0

293	97	0.7	2.1

^0	4	0	0

1	0
34	1	_0	_0
0	0
	
_29			0	0	0

			
N/A			N/A

N/A	N/A	N/A	N/A

N/A	N/A

15-Min Count Period Beginning At | | Bridge St (Northbound) | Bridge St (Southbound) | Marina Bay (Eastbound) | Marina Bay (Westbound) | | Total | Hourly Totals
| Left	Thru	Right	U | Left	Thru	Right	U | Left	Thru  Right	U | Left	Thru  Right	U | | |
6:00 AM | | 0	9	2	0 | 2	8	0	0 | 4	1	0	0 | 0	0	0	0 | | 26 |
6:15 AM | | 0	15	0	0 | 0	11	2	0 | 2	0	0	0 | 0	0	0	0 | | 30 |
6:30 AM | | 0	19	0	0 | 0	8	3	0 | 4	0	0	0 | 0	0	0	0 | | 34 |
6:45 AM | | 0	15	3	2 | 0	14	1	0 | 7	0	0	0 | 0	0	2	1 | | 45 | 135
7:00 AM | | 0	23	6	0 | 0	11	2	1 | 7	0	0	0 | 1	0	0	1 | | 52 | 161
7:15 AM | | 0	30	0	0 | 0	12	2	0 | 7	0	0	0 | 0	0	2	0 | | 53 | 184
7:30 AM | | 0	29	3	1 | 2	16	2	0 | 4	0	0	0 | 0	0	1	0 | | 58 | 208
7:45 AM | | 0	30	2	0 | 4	11	3	0 | 8	0	1	0 | 1	1	1	0 | | 62 | 225
8:00 AM | | 1	36	2	0 | 2	16	4	1 | 7	0	2	0 | 1	0	7	0 | | 79 | 252
8:15 AM | | 1	34	3	0 | 0	7	5	1 | 13	4	0	0 | 2	1	1	0 | | 72 | 271
8:30 AM | | 2	34	1	0 | 0	17	3	0 | 10	2	0	0 | 1	0	0	0 | | 70 | 283
8:45 AM | | 0	22	1	0 | 0	17	2	1 | 11	0	0	0 | 1	0	1	0 | | 56 | 277
9:00 AM | | 0	17	0	1 | 0	14	5	1 | 6	0	2	0 | 0	1	0	0 | | 47 | 245
9:15 AM | | 0	15	1	0 | 1	14	2	0 | 4	2	0	0 | 1	0	0	0 | | 40 | 213
9:30 AM | | 1	16	2	0 | 1	16	4	2 | 4	0	3	0 | 1	0	1	0 | | 51 | 194
9:45 AM | | 1	7	0	0 | 3	17	3	1 | 8	1	0	0 | 0	0	0	0 | | 41 | 179
10:00 AM | | 0	10	1	0 | 3	22	6	1 | 8	1	0	0 | 0	1	1	0 | | 54 | 186
10:15 AM | | 3	15	1	0 | 0	11	3	1 | 9	0	1	0 | 2	0	0	0 | | 46 | 192
10:30 AM | | 2	8	1	0 | 0	17	5	1 | 4	0	0	0 | 1	0	0	0 | | 39 | 180
10:45 AM | | 2	11	0	1 | 2	16	4	0 | 9	2	0	0 | 2	1	0	0 | | 50 | 189
11:00 AM | | 1	15	2	1 | 1	21	6	1 | 8	0	1	0 | 1	0	0	0 | | 58 | 193
11:15 AM | | 0	14	0	3 | 3	22	4	0 | 6	1	0	0 | 1	0	0	0 | | 54 | 201
11:30 AM | | 1	11	7	0 | 3	23	8	1 | 12	0	2	0 | 0	0	1	0 | | 69 | 231
11:45 AM | | 0	15	4	0 | 0	27	5	2 | 5	0	1	0 | 3	0	2	0 | | 64 | 245
12:00 PM | | 1	17	1	0 | 2	30	6	3 | 9	1	1	0 | 0	0	1	0 | | 72 | 259
12:15 PM | | 1	17	2	0 | 1	22	9	1 | 8	0	1	0 | 3	0	1	1 | | 67 | 272
12:30 PM | | 2	14	2	0 | 3	26	3	1 | 12	3	1	0 | 2	0	2	1 | | 72 | 275
12:45 PM | | 2	19	2	1 | 2	28	5	4 | 9	0	0	0 | 1	0	1	0 | | 74 | 285
1:00 PM | | 1	15	2	0 | 2	19	9	1 | 4	1	1	0 | 1	0	2	0 | | 58 | 271
1:15 PM | | 2	8	2	1 | 4	37	7	1 | 8	1	1	0 | 1	1	3	0 | | 77 | 281
1:30 PM | | 0	10	1	1 | 6	24	6	2 | 3	1	2	0 | 3	1	1	0 | | 61 | 270
1:45 PM | | 2	13	2	0 | 4	30	5	0 | 8	0	1	0 | 2	0	2	0 | | 69 | 265
2:00 PM | | 0	10	7	1 | 4	24	6	0 | 6	0	2	0 | 1	0	2	0 | | 63 | 270
2:15 PM | | 0	10	1	0 | 0	18	6	3 | 10	1	2	0 | 0	1	4	0 | | 56 | 249
2:30 PM | | 3	18	6	0 | 2	20	3	0 | 11	0	0	0 | 1	1	2	0 | | 67 | 255
2:45 PM | | 0	10	0	0 | 3	37	5	1 | 8	0	1	0 | 1	0	2	0 | | 68 | 254
3:00 PM | | 1	14	3	0 | 1	29	2	2 | 11	0	0	0 | 0	1	2	1 | | 67 | 258
3:15 PM | | 1	15	0	0 | 0	22	7	1 | 5	1	0	0 | 1	1	1	0 | | 55 | 257

15-Min Count Period Beginning At

Bridge St
(Northbound)

Bridge St
(Southbound)

Marina Bay
(Eastbound)

Marina Bay
(Westbound)

Total

Hourly Totals

Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U | |

3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM

0
0
0
0
0
2

25	7
18	2
16	1
16	5
11	1
12	3

0
1
0
2
0
1

3
4
5
6
5
5

26	1
27	4
26	4
38	2
50	7
48	6

0
2
2
1
2
1

4
2
5
4
4
2

1	1
0	1
1	1
1	1
1	2
1	3

0
0
0
0
0
0

0
0
0
1
2
2

0	2
3	2
1	2
0	4
0	1
1	1

0
0
0
0
0
0

70
66
64
81
86
88

260
258
255
281
297
319

5:00 PM
5:15 PM
5:30 PM

0

14

8

0

3

56

3

2

5

1

0

0

3

1

7

0

103

358

1 | 22 | 3 | 3 | 1 | 73 | 6 | 1 | 4 | 1 | 4 | 0 | 5 | 0 | 5 | 0 | 129 | 406
2 | 10 | 2 | 0 | 4 | 66 | 2 | 4 | 2 | 0 | 0 | 0 | 3 | 2 | 2 | 0 | 99 | 419
5:45 PM | 0 | 18 | 11 | 3 | 11 | 73 | 7 | 1 | 4 | 3 | 0 | 0 | 4 | 0 | 3 | 0 | 138 | 469

6:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM

0
2
0
0
0
1
0
1
0
0
0
1

17	10
14	8
18	4
15	3
11	2
13	9
13	4
18	3
8	3
11	2
6	3
6	5

0
4
0
0
1
4
0
0
0
0
0
1

2
4
3
4
3
4
1
9
2
3
2
2

41	1
48	3
51	2
62	5
43	1
46	2
40	8
36	5
29	3
31	3
36	3
18	3

0
1
1
2
1
2
3
5
0
0
2
1

1
3
5
5
4
5
4
2
3
3
1
1

1	0
0	1
0	0
0	1
0	2
0	0
0	0
0	0
0	1
1	0
0	0
0	0

0
0
0
0
0
0
0
0
0
0
0
0

6
8
2
3
1
6
2
3
6
7
0
3

2	3
1	3
1	4
0	2
0	0
0	4
1	6
1	6
0	2
0	2
0	5
0	7

0
0
0
0
0
0
0
0
1
0
1
1

84
100
91
102
69
96
82
89
58
63
59
49

450
421
413
377
362
358
349
336
325
292
269
229

Peak 15-Min Flowrates | Northbound | Southbound | Eastbound | Westbound | Total
Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U |

All Vehicles Heavy Trucks Buses Pedestrians Bicycles
Scooters

0
0

0

72	44
4	0
32
0	0

12

44
0

0

292	28
0	0
0
0	8

4

16
0

4

12	0
0	0
52
0	0

0

16
0

0

0	12
0	0
0
0	0

0

552
4
84
12

Comments:
Report generated on 7/2/2026 11:25 AM	SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak	Method for determining peak hour: Total Entering Volume

LOCATION: Bridge St -- Marina Bay	QC JOB #: 17692117
CITY/STATE: Tampa, FL	DATE: Wed, Jun 24 2026

Peak-Hour: 5:30 PM -- 6:30 PM
310	122	^0	^1.6
Peak 15-Min: 5:45 PM -- 6:00 PM
10 271 29	^0	^0	^0

12  21	18	32	^0  ^4.8	^0	^0
2 	0.94	 1	^0	^0
28  5 	13	37	^3.6	^0	^0	^0

3  77 13	0  1.3  0

292	93	0	1.1

^0	0	0	0

0	1
35	0	_0	_0
0	0
	
_38			0	0	0

			
N/A			N/A

N/A	N/A	N/A	N/A

N/A	N/A

15-Min Count Period Beginning At | | Bridge St (Northbound) | Bridge St (Southbound) | Marina Bay (Eastbound) | Marina Bay (Westbound) | Total | Hourly Totals
| Left	Thru	Right	U | Left	Thru	Right	U | Left	Thru  Right	U | Left	Thru  Right	U | |
6:00 AM | | 0	11	2	0 | 1	4	0	0 | 0	0	0	0 | 0	0	0	0 | 18 |
6:15 AM | | 1	10	0	0 | 0	7	0	0 | 3	1	1	0 | 0	0	0	0 | 23 |
6:30 AM | | 0	19	0	0 | 0	6	1	0 | 1	0	0	0 | 0	0	0	0 | 27 |
6:45 AM | | 0	16	1	4 | 1	18	3	0 | 8	0	0	0 | 0	0	1	0 | 52 | 120
7:00 AM | | 0	26	2	0 | 6	14	2	0 | 2	0	1	0 | 0	0	2	0 | 55 | 157
7:15 AM | | 0	27	1	0 | 0	18	4	0 | 10	0	1	0 | 0	0	0	0 | 61 | 195
7:30 AM | | 0	40	1	0 | 3	17	1	0 | 6	1	0	0 | 0	0	3	0 | 72 | 240
7:45 AM | | 0	26	2	0 | 1	10	4	0 | 12	1	1	0 | 1	0	3	0 | 61 | 249
8:00 AM | | 1	29	2	0 | 1	13	1	0 | 10	2	1	0 | 2	0	7	0 | 69 | 263
8:15 AM | | 0	29	3	0 | 0	18	6	0 | 12	3	1	0 | 1	0	0	0 | 73 | 275
8:30 AM | | 0	27	1	0 | 1	18	3	0 | 8	3	0	0 | 1	0	2	0 | 64 | 267
8:45 AM | | 0	26	1	0 | 2	15	7	1 | 6	0	1	0 | 0	0	2	0 | 61 | 267
9:00 AM | | 0	18	3	0 | 0	13	4	0 | 9	0	1	0 | 0	0	2	0 | 50 | 248
9:15 AM | | 0	13	0	0 | 0	15	3	1 | 8	1	0	0 | 0	0	1	0 | 42 | 217
9:30 AM | | 0	21	2	0 | 2	22	3	0 | 9	1	0	0 | 0	0	0	0 | 60 | 213
9:45 AM | | 0	8	0	0 | 0	23	8	1 | 11	2	1	0 | 3	1	2	0 | 60 | 212
10:00 AM | | 0	16	4	0 | 4	13	4	0 | 7	0	0	0 | 0	0	1	0 | 49 | 211
10:15 AM | | 1	10	1	1 | 1	12	0	0 | 3	3	1	0 | 0	1	1	0 | 35 | 204
10:30 AM | | 2	9	2	0 | 1	12	3	1 | 3	3	0	0 | 0	0	2	0 | 38 | 182
10:45 AM | | 4	12	2	0 | 3	24	6	1 | 5	1	4	0 | 1	1	2	0 | 66 | 188
11:00 AM | | 1	10	3	1 | 1	15	7	1 | 10	0	4	0 | 0	1	0	0 | 54 | 193
11:15 AM | | 3	9	1	0 | 2	26	8	1 | 9	0	3	0 | 2	0	0	0 | 64 | 222
11:30 AM | | 0	10	5	0 | 3	23	10	0 | 8	0	1	0 | 3	1	0	0 | 64 | 248
11:45 AM | | 0	20	5	0 | 3	25	3	1 | 12	1	1	0 | 2	0	0	0 | 73 | 255
12:00 PM | | 2	11	1	0 | 3	30	3	0 | 12	2	1	0 | 2	0	1	0 | 68 | 269
12:15 PM | | 0	18	2	0 | 5	28	12	2 | 1	0	2	0 | 2	1	2	0 | 75 | 280
12:30 PM | | 2	28	3	0 | 2	30	14	1 | 10	2	2	0 | 3	1	2	0 | 100 | 316
12:45 PM | | 1	20	4	1 | 1	28	8	1 | 9	3	2	0 | 4	2	6	1 | 91 | 334
1:00 PM | | 0	9	1	0 | 0	32	8	3 | 3	0	1	0 | 0	1	3	1 | 62 | 328
1:15 PM | | 2	15	5	0 | 3	28	3	2 | 5	0	0	0 | 3	0	4	0 | 70 | 323
1:30 PM | | 1	8	4	0 | 4	20	4	0 | 5	0	1	0 | 0	1	2	0 | 50 | 273
1:45 PM | | 3	10	1	0 | 4	25	8	1 | 6	3	1	0 | 1	1	2	0 | 66 | 248
2:00 PM | | 0	12	3	0 | 7	20	7	2 | 8	0	3	0 | 2	0	0	1 | 65 | 251
2:15 PM | | 0	9	0	0 | 3	30	1	2 | 0	1	1	0 | 1	0	3	0 | 51 | 232
2:30 PM | | 1	18	1	0 | 1	27	4	1 | 5	1	0	0 | 0	0	0	0 | 59 | 241
2:45 PM | | 0	13	1	2 | 3	31	4	2 | 7	0	2	0 | 0	1	2	0 | 68 | 243
3:00 PM | | 0	9	2	0 | 1	26	5	1 | 6	0	1	0 | 0	0	3	0 | 54 | 232
3:15 PM | | 0	16	3	0 | 8	21	3	1 | 3	0	0	0 | 3	2	3	0 | 63 | 244

15-Min Count Period Beginning At

Bridge St
(Northbound)

Bridge St
(Southbound)

Marina Bay
(Eastbound)

Marina Bay
(Westbound)

Total

Hourly Totals

Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U | |

3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM

0
1
0
0
2
0
0
2

27	8
9	1
15	3
16	1
6	2
13	3
13	7
17	3

1
0
1
1
0
0
1
1

4
5
2
3
4
7
2
5

29	3
25	8
28	2
38	7
43	7
36	8
35	5
46	5

0
0
5
1
1
2
0
3

8
9
4
4
11
6
10
4

0	2
1	0
0	2
2	2
1	2
0	1
1	2
1	2

0
0
0
0
0
0
0
0

2
2
2
2
4
3
1
1

0	1
3	2
2	0
1	3
0	3
0	5
1	5
1	2

0
0
0
0
0
0
0
0

85
66
66
81
86
84
83
93

270
268
280
298
299
317
334
346

5:30 PM | 0 | 22 | 1 | 0 | 6 | 67 | 2 | 3 | 5 | 1 | 0 | 1 | 5 | 1 | 4 | 0 | 118 | 378
5:45 PM | 0 | 18 | 3 | 1 | 7 | 73 | 3 | 2 | 6 | 0 | 2 | 0 | 1 | 0 | 7 | 0 | 123 | 417

6:00 PM
6:15 PM

0

17

3

2

7

67

3

1

5

1

1

0

4

0

3

0

114

448

0 | 20 | 6 | 0 | 2 | 64 | 2 | 1 | 4 | 0 | 2 | 0 | 3 | 0 | 4 | 0 | 108 | 463

6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM

0
0
0
0
0
3
1
2
0
0

11	4
13	6
11	7
10	4
12	4
16	3
5	7
9	2
10	1
11	7

0
1
1
2
0
0
0
1
0
1

1
9
1
1
1
11
3
4
4
4

56	6
49	4
36	3
38	6
40	5
41	5
39	7
27	5
34	3
29	4

2
2
4
1
1
2
2
1
0
0

4
3
4
9
2
5
4
4
0
1

1	1
0	4
0	3
1	3
0	1
2	2
1	0
0	0
0	0
0	0

0
0
0
0
0
0
0
0
0
0

3
3
5
1
1
5
5
5
0
2

0	1
2	4
1	5
0	4
0	0
0	11
0	3
0	2
0	3
0	5

0
0
0
0
0
0
1
0
0
0

90
100
81
80
67
106
78
62
55
64

435
412
379
351
328
334
331
313
301
259

Peak 15-Min Flowrates | Northbound | Southbound | Eastbound | Westbound | Total
Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U |

All Vehicles Heavy Trucks Buses Pedestrians Bicycles
Scooters

0
0

0

72	12
0	0
32
0	0

4

28
0

0

292	12
0	0
0
0	0

8

24
4

0

0	8
0	0
56
0	0

0

4
0

0

0	28
0	0
0
0	0

0

492
4
88
0

Comments:
Report generated on 7/2/2026 11:25 AM	SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

LOCATION: Bridge St -- Marina Bay	QC JOB #: 17692118
CITY/STATE: Tampa, FL	DATE: Sat, Jun 27 2026

Peak-Hour: 12:30 PM -- 1:30 PM
224	129	^0.4	^0.8
Peak 15-Min: 12:45 PM -- 1:00 PM
24 164 36	^4.2  ^0	^0

28  33	15	30	^7.1  ^3	^0	^3.3
1 	0.96	 2	^0	^50
39  5 	13	51	^5.1	^20	^0	^2

2  73 21	0	0  4.8

181	96	0.6	1

^20	0	0	0

0	0
12	33	_0	_0
0	0
	
_10			0	0	0

			
N/A			N/A

N/A	N/A	N/A	N/A

N/A	N/A

15-Min Count Period Beginning At

Bridge St
(Northbound)

Bridge St
(Southbound)

Marina Bay
(Eastbound)

Marina Bay
(Westbound)

Total

Hourly Totals

Left	Thru	Right	U | Left	Thru	Right	U | Left	Thru  Right	U | Left	Thru  Right	U | |

6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
12:15 PM

0	2	0	0
0	5	0	0
0	6	0	0
0	3	1	1
0	5	0	0
1	5	2	0
0	11	1	0
1	7	2	0
0	10	2	0
2	8	7	0
0	14	0	0
0	15	2	0
0	19	2	0
0	15	2	1
0	23	1	0
0	23	3	1
0	20	2	2
0	20	11	0
0	20	2	0
0	16	5	0
1	24	4	1
2	17	5	2
0	17	5	1
0	14	1	0
0	25	3	0
0	17	5	1

0	3	0	0
0	0	1	0
0	2	0	0
1	4	2	2
0	5	0	0
0	1	0	0
1	3	1	1
3	5	2	0
1	8	1	1
5	9	4	0
0	8	2	0
3	14	1	1
3	14	1	1
6	15	4	0
4	23	2	0
5	34	3	0
5	11	5	0
6	22	3	1
4	24	4	3
5	35	7	3
3	32	5	3
2	34	6	0
6	33	2	1
4	32	2	1
2	33	5	2
4	37	8	2

0	0	0	0
1	0	1	0
0	0	0	0
1	2	1	0
4	0	0	0
2	0	1	0
3	1	0	0
4	0	0	0
1	1	0	0
4	0	0	0
4	0	1	0
5	0	1	0
7	1	0	0
5	0	1	0
8	1	0	0
4	1	1	0
4	2	0	0
7	0	0	0
13	0	2	0
6	0	1	0
5	0	0	0
4	1	0	0
5	0	1	0
4	1	1	0
9	1	2	0
6	0	0	1

0	0	0	0
0	0	0	0
0	0	0	0
0	0	0	0
0	0	0	0
0	0	0	0
1	0	1	0
0	0	0	0
0	1	1	0
1	0	2	0
2	0	1	0
1	1	0	0
0	0	1	0
1	0	4	0
1	0	1	0
1	0	1	0
1	1	4	0
3	1	3	0
3	1	2	0
3	1	6	0
2	0	3	0
3	1	6	0
1	0	5	1
2	0	2	0
2	1	3	0
3	0	7	0

5
8
8
18
14
12
24
24
27
42
32
44
49
54
64
77
57
77
78
88
83
83
78
64
88
91

39
48
52
68
74
87
117
125
145
167
179
211
244
252
275
289
300
326
332
332
308
313
321

12:30 PM | | 0 | 1 | | 3 | 0 | 12 | 39 | 6 | 1 | 10 | 0 | 1 | 0 | 3 | 0 | 4 | 1 | 93 | 336
12:45 PM | | 0 | 2 | | 4 | 0 | 4 | 47 | 4 | 3 | 6 | 0 | 2 | 0 | 2 | 1 | 7 | 0 | 101 | 373
1:00 PM 1:15 PM | | 2 | 1 | | 7 | 0 | 4 | 43 | 5 | 1 | 9 | 0 | 1 | 0 | 4 | 1 | 2 | 0 | 97 | 382
| 0 | 2 | | 7 | 0 | 8 | 35 | 9 | 3 | 8 | 1 | 1 | 0 | 3 | 0 | 2 | 0 | 98 | 389
1:30 PM | 0	13	5	0 | 9	40	7	2 | 3	1	1	0 | 3	0	4	0 | 88 | 384
1:45 PM | 0	19	2	0 | 4	29	1	3 | 7	0	1	0 | 5	1	4	0 | 76 | 359
2:00 PM | 1	18	5	1 | 3	41	9	3 | 1	4	1	0 | 3	0	4	0 | 94 | 356
2:15 PM | 0	24	1	0 | 3	34	6	3 | 3	0	2	0 | 2	0	1	0 | 79 | 337
2:30 PM | 2	16	5	3 | 4	38	5	0 | 7	0	4	0 | 2	0	7	0 | 93 | 342
2:45 PM | 1	11	4	0 | 10	35	4	4 | 7	0	3	0 | 2	0	0	0 | 81 | 347
3:00 PM | 1	20	2	3 | 1	26	5	1 | 5	0	0	0 | 4	1	7	0 | 76 | 329
3:15 PM | 1	16	3	1 | 5	40	4	0 | 3	0	1	0 | 0	0	3	0 | 77 | 327

Type of peak hour being reported: Intersection Peak	Method for determining peak hour: Total Entering Volume

3
1
8
1

15-Min Count Period Beginning At

Bridge St
(Northbound)

Bridge St
(Southbound)

Marina Bay
(Eastbound)

Marina Bay
(Westbound)

Total

Hourly Totals

Left	Thru	Right	U | Left	Thru	Right	U | Left	Thru  Right	U | Left	Thru  Right	U | |
3:30 PM | 0	17	3	1 | 5	37	4	2 | 4	0	3	0 | 0	0	4	0 | 80 | 314
3:45 PM | 1	18	7	2 | 11	49	3	0 | 3	0	2	0 | 5	0	2	0 | 103 | 336
4:00 PM | 0	28	3	1 | 5	31	5	1 | 8	1	0	0 | 1	0	7	0 | 91 | 351
4:15 PM | 4	14	1	0 | 4	36	4	4 | 6	0	1	0 | 0	0	0	0 | 74 | 348
4:30 PM | 0	9	4	1 | 4	34	1	1 | 5	0	1	0 | 1	0	4	1 | 66 | 334
4:45 PM | 0	21	10	1 | 4	32	5	0 | 11	1	2	0 | 0	0	3	0 | 90 | 321
5:00 PM | 0	14	4	0 | 5	38	11	1 | 5	1	3	0 | 6	0	7	0 | 95 | 325
5:15 PM | 0	22	7	4 | 4	43	1	3 | 5	1	3	0 | 2	0	3	0 | 98 | 349
5:30 PM | 0	15	5	1 | 5	46	3	0 | 3	0	1	0 | 2	0	3	0 | 84 | 367
5:45 PM | 1	23	4	0 | 8	40	5	2 | 3	1	2	0 | 3	0	1	0 | 93 | 370
6:00 PM | 0	23	3	0 | 6	37	0	3 | 2	1	1	0 | 4	1	0	0 | 81 | 356
6:15 PM | 2	28	4	0 | 3	46	6	2 | 8	0	1	0 | 5	0	4	1 | 110 | 368
6:30 PM | 1	17	2	0 | 3	26	6	0 | 6	1	1	0 | 0	0	2	1 | 66 | 350
6:45 PM | 1	18	6	1 | 4	43	5	2 | 1	0	2	0 | 2	1	6	0 | 92 | 349
7:00 PM | 0	19	3	0 | 6	31	3	1 | 8	0	1	0 | 3	0	5	0 | 80 | 348
7:15 PM | 0	23	2	0 | 5	30	2	1 | 2	0	0	0 | 2	0	3	0 | 70 | 308
7:30 PM | 0	14	2	0 | 3	29	1	2 | 7	1	2	0 | 4	0	4	0 | 69 | 311
7:45 PM | 0	12	1	0 | 8	40	8	0 | 4	0	1	0 | 5	0	4	0 | 83 | 302
8:00 PM | 0	14	2	0 | 2	32	1	1 | 4	2	0	0 | 1	1	3	0 | 63 | 285
8:15 PM | 0	13	3	0 | 2	21	2	1 | 1	1	0	0 | 4	0	0	0 | 48 | 263
8:30 PM | 1	13	1	0 | 3	19	5	0 | 4	1	0	0 | 4	0	5	0 | 56 | 250
8:45 PM | 0	10	0	0 | 5	26	0	0 | 2	1	2	0 | 5	1	2	0 | 54 | 221
Peak 15-Min Flowrates | Northbound | Southbound | Eastbound | Westbound | Total
Left	Thru	Right	U | Left	Thru	Right	U | Left	Thru  Right	U | Left	Thru  Right	U |

All Vehicles Heavy Trucks Buses Pedestrians Bicycles
Scooters

0	84	16	0

16	188	16	12

24	0	8	0

8	4	28	0

404

0	0	0 | 0	0	0 | 0	0	4 | 0	0	0 | 4
12 | 0 | 12 | 56 | 80
0	0	0 | 0	0	0 | 0	0	0 | 0	0	0 | 0
Comments:
Report generated on 7/2/2026 11:25 AM	SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak	Method for determining peak hour: Total Entering Volume

LOCATION: Bridge St -- Tyson Ave	QC JOB #: 17692119
CITY/STATE: Tampa, FL	DATE: Tue, Jun 23 2026

Peak-Hour: 5:45 PM -- 6:45 PM
169	64	^0.6	^0
Peak 15-Min: 6:15 PM -- 6:30 PM
125 0  44	^0.8  ^0	^0

310  32	32	217	^1  ^0	^0	^0.9
156 	0.89	 185	^1.9	^1.1
188  0 	0	200	^1.6	^0	^0	^1.5

0  0  0	0	0	0

0	0	0	0

^38	0	0	0

0	0
1	4	_1	_1
0	0
	
_4			0	0	0

			
N/A			N/A

N/A	N/A	N/A	N/A

N/A	N/A

15-Min Count Period Beginning At | | Bridge St (Northbound) | Bridge St (Southbound) | Tyson Ave (Eastbound) | Tyson Ave (Westbound) | Total | Hourly Totals
| Left	Thru	Right	U | Left	Thru	Right	U | Left	Thru  Right	U | Left	Thru  Right	U | |
6:00 AM | | 0	0	0	0 | 0	0	3	0 | 5	18	0	0 | 0	6	5	0 | 37 |
6:15 AM | | 0	0	0	0 | 2	0	9	0 | 2	19	0	0 | 0	4	0	0 | 36 |
6:30 AM | | 0	0	0	0 | 1	0	7	0 | 8	16	0	0 | 0	11	2	0 | 45 |
6:45 AM | | 0	0	0	0 | 3	0	13	0 | 4	22	0	0 | 0	17	2	0 | 61 | 179
7:00 AM | | 0	0	0	0 | 1	0	8	0 | 10	34	0	0 | 0	20	8	0 | 81 | 223
7:15 AM | | 0	0	0	0 | 2	0	6	0 | 10	30	0	0 | 0	22	4	0 | 74 | 261
7:30 AM | | 0	0	0	0 | 4	0	12	0 | 8	49	0	0 | 0	10	3	0 | 86 | 302
7:45 AM | | 0	0	0	0 | 3	0	5	0 | 4	40	0	0 | 0	15	6	0 | 73 | 314
8:00 AM | | 0	0	0	0 | 4	0	10	0 | 12	44	0	0 | 0	21	7	0 | 98 | 331
8:15 AM | | 0	0	0	0 | 3	0	3	0 | 16	42	0	0 | 0	19	2	0 | 85 | 342
8:30 AM | | 0	0	0	0 | 2	0	9	0 | 10	50	0	0 | 0	18	4	0 | 93 | 349
8:45 AM | | 0	0	0	0 | 0	0	9	0 | 4	49	0	0 | 0	24	3	0 | 89 | 365
9:00 AM | | 0	0	0	0 | 8	0	4	0 | 4	33	0	0 | 0	17	2	0 | 68 | 335
9:15 AM | | 0	0	0	0 | 4	0	5	0 | 8	28	0	0 | 0	11	3	0 | 59 | 309
9:30 AM | | 0	0	0	0 | 6	0	6	0 | 3	30	0	0 | 0	19	4	0 | 68 | 284
9:45 AM | | 0	0	0	0 | 5	0	9	0 | 0	29	0	0 | 0	20	2	0 | 65 | 260
10:00 AM | | 0	0	0	0 | 4	0	12	0 | 2	23	0	0 | 0	26	4	0 | 71 | 263
10:15 AM | | 0	0	0	0 | 2	0	7	0 | 5	32	0	0 | 0	18	4	0 | 68 | 272
10:30 AM | | 0	0	0	0 | 4	0	9	0 | 0	19	0	0 | 0	21	4	0 | 57 | 261
10:45 AM | | 0	0	0	0 | 3	0	10	0 | 2	19	0	0 | 0	22	4	0 | 60 | 256
11:00 AM | | 0	0	0	0 | 4	0	14	0 | 7	34	0	0 | 0	26	4	0 | 89 | 274
11:15 AM | | 0	0	0	0 | 5	0	13	0 | 5	24	0	0 | 0	25	4	0 | 76 | 282
11:30 AM | | 0	0	0	0 | 4	0	11	0 | 5	34	0	0 | 0	28	7	0 | 89 | 314
11:45 AM | | 0	0	0	0 | 8	0	13	0 | 2	33	0	0 | 0	34	7	0 | 97 | 351
12:00 PM | | 0	0	0	0 | 4	0	22	0 | 4	33	0	0 | 0	19	6	0 | 88 | 350
12:15 PM | | 0	0	0	0 | 4	0	17	0 | 7	34	0	0 | 0	40	3	0 | 105 | 379
12:30 PM | | 0	0	0	0 | 8	0	11	0 | 2	31	0	0 | 0	24	4	0 | 80 | 370
12:45 PM | | 0	0	0	0 | 2	0	18	0 | 3	33	0	0 | 0	32	7	0 | 95 | 368
1:00 PM | | 0	0	0	0 | 7	0	8	0 | 5	38	0	0 | 0	39	7	0 | 104 | 384
1:15 PM | | 0	0	0	0 | 4	0	22	0 | 4	40	0	0 | 0	21	6	0 | 97 | 376
1:30 PM | | 0	0	0	0 | 9	0	14	0 | 6	36	0	0 | 0	27	2	0 | 94 | 390
1:45 PM | | 0	0	0	0 | 9	0	12	0 | 6	34	0	0 | 0	22	6	0 | 89 | 384
2:00 PM | | 0	0	0	0 | 2	0	14	0 | 3	37	0	0 | 0	29	10	0 | 95 | 375
2:15 PM | | 0	0	0	0 | 3	0	11	0 | 8	45	0	0 | 0	29	3	0 | 99 | 377
2:30 PM | | 0	0	0	0 | 3	0	9	0 | 6	71	0	0 | 0	26	8	0 | 123 | 406
2:45 PM | | 0	0	0	0 | 6	0	18	0 | 1	54	0	0 | 0	25	2	0 | 106 | 423
3:00 PM | | 0	0	0	0 | 7	0	12	0 | 4	48	0	0 | 0	18	6	0 | 95 | 423
3:15 PM | | 0	0	0	0 | 4	0	11	0 | 3	28	0	0 | 0	25	3	0 | 74 | 398

15-Min Count Period Beginning At

Bridge St
(Northbound)

Bridge St
(Southbound)

Tyson Ave
(Eastbound)

Tyson Ave
(Westbound)

Total

Hourly Totals

Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U | |

3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM

0
0
0
0
0
0
0
0
0

0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0

0
0
0
0
0
0
0
0
0

2
4
6
9
11
11
8
26
13

0	13
0	18
0	13
0	14
0	23
0	17
0	29
0	33
0	39

0
0
0
0
0
0
0
0
0

17
4
2
7
4
5
3
5
4

52	0
33	0
47	0
39	0
35	0
29	0
26	0
38	0
30	0

0
0
1
0
0
0
0
0
0

0
0
0
0
0
0
0
0
0

17	4
31	14
26	5
25	14
29	3
30	6
41	11
35	8
35	4

0
0
0
0
0
0
0
0
0

105
104
100
108
105
98
118
145
125

380
378
383
417
417
411
429
466
486

5:45 PM
6:00 PM

0

0

0

0

14

0

40

0

5

28

0

0

0

50

10

0

147

535

0 | 0 | 0 | 0 | 10 | 0 | 23 | 0 | 7 | 45 | 0 | 0 | 0 | 45 | 10 | 0 | 140 | 557
6:15 PM | 0 | 0 | 0 | 0 | 14 | 0 | 32 | 0 | 9 | 45 | 0 | 0 | 0 | 52 | 9 | 0 | 161 | 573
6:30 PM | 0 | 0 | 0 | 0 | 6 | 0 | 30 | 0 | 11 | 38 | 0 | 0 | 0 | 38 | 3 | 0 | 126 | 574

6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM

0
0
0
0
0
0
0
0
0

0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0

0
0
0
0
0
0
0
0
0

9
7
9
6
2
3
9
3
5

0	38
0	19
0	20
0	22
0	22
0	21
0	16
0	19
0	7

0
0
0
0
0
0
0
0
0

1
5
8
6
1
5
5
8
6

42	0
32	0
60	0
43	0
53	0
35	0
27	0
55	0
57	0

0
0
0
0
0
0
0
0
0

0
0
0
0
0
0
0
0
0

46	5
57	7
50	12
32	9
32	4
37	3
25	1
22	4
21	3

0
0
0
0
0
0
0
0
0

141
127
159
118
114
104
83
111
99

568
555
553
545
518
495
419
412
397

Peak 15-Min Flowrates | Northbound | Southbound | Eastbound | Westbound | Total
Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U |

All Vehicles Heavy Trucks Buses Pedestrians Bicycles
Scooters

0
0

0

0	0
0	0
4
0	0

0

56
0

0

0	128
0	4
48
0	0

0

36
0

0

180	0
8	0
4
0	0

0

0
0

0

208	36
0	0
0
4	0

0

644
12
56
4

Comments:
Report generated on 7/2/2026 11:25 AM	SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak	Method for determining peak hour: Total Entering Volume

LOCATION: Bridge St -- Tyson Ave	QC JOB #: 17692120
CITY/STATE: Tampa, FL	DATE: Wed, Jun 24 2026

Peak-Hour: 5:15 PM -- 6:15 PM
192	58	^0	^1.7
Peak 15-Min: 6:00 PM -- 6:15 PM
134 0  58	^0	^0	^0

309  21	37	212	^0.3  ^0	^2.7	^0.9
170 	0.89	 175	^1.8	^0.6
191  0 	0	228	^1.6	^0	^0	^1.3

0  0  0	0	0	0

0	0	0	0

^29	0	0	0

0	0
0	3	_0	_0
0	0
	
_1			0	0	0

			
N/A			N/A

N/A	N/A	N/A	N/A

N/A	N/A

15-Min Count Period Beginning At | | Bridge St (Northbound) | Bridge St (Southbound) | Tyson Ave (Eastbound) | Tyson Ave (Westbound) | Total | Hourly Totals
| Left	Thru	Right	U | Left	Thru	Right	U | Left	Thru  Right	U | Left	Thru  Right	U | |
6:00 AM | | 0	0	0	0 | 1	0	2	0 | 6	20	0	0 | 0	6	5	0 | 40 |
6:15 AM | | 0	0	0	0 | 1	0	8	0 | 4	21	0	0 | 0	11	2	0 | 47 |
6:30 AM | | 0	0	0	0 | 1	0	5	0 | 4	22	0	0 | 0	12	2	0 | 46 |
6:45 AM | | 0	0	0	0 | 4	0	18	0 | 2	18	0	0 | 0	17	0	0 | 59 | 192
7:00 AM | | 0	0	0	0 | 4	0	6	0 | 6	26	0	0 | 0	14	7	0 | 63 | 215
7:15 AM | | 0	0	0	0 | 0	0	14	0 | 7	24	0	0 | 0	18	0	0 | 63 | 231
7:30 AM | | 0	0	0	0 | 4	0	8	0 | 15	41	0	0 | 0	18	2	0 | 88 | 273
7:45 AM | | 0	0	0	0 | 6	0	4	0 | 7	40	0	0 | 0	17	3	0 | 77 | 291
8:00 AM | | 0	0	0	0 | 2	0	10	0 | 5	37	0	0 | 0	11	5	0 | 70 | 298
8:15 AM | | 0	0	0	0 | 4	0	7	0 | 5	49	0	0 | 0	16	2	0 | 83 | 318
8:30 AM | | 0	0	0	0 | 4	0	11	0 | 10	39	0	0 | 0	21	1	0 | 86 | 316
8:45 AM | | 0	0	0	0 | 3	0	8	0 | 6	63	0	0 | 0	30	4	0 | 114 | 353
9:00 AM | | 0	0	0	0 | 4	0	7	0 | 8	32	0	0 | 0	14	8	0 | 73 | 356
9:15 AM | | 0	0	0	0 | 6	0	4	0 | 2	35	0	0 | 0	12	2	0 | 61 | 334
9:30 AM | | 0	0	0	0 | 4	0	9	0 | 4	31	0	0 | 0	12	4	0 | 64 | 312
9:45 AM | | 0	0	0	0 | 6	0	13	0 | 0	26	0	0 | 0	25	3	0 | 73 | 271
10:00 AM | | 0	0	0	0 | 5	0	7	0 | 5	21	0	0 | 0	10	7	0 | 55 | 253
10:15 AM | | 0	0	0	0 | 1	0	8	0 | 2	27	0	0 | 0	16	3	0 | 57 | 249
10:30 AM | | 0	0	0	0 | 3	0	4	0 | 0	29	0	0 | 0	16	2	0 | 54 | 239
10:45 AM | | 0	0	0	0 | 9	0	11	0 | 3	27	0	0 | 0	14	7	0 | 71 | 237
11:00 AM | | 0	0	0	0 | 12	0	7	0 | 6	37	0	0 | 0	32	5	0 | 99 | 281
11:15 AM | | 0	0	0	0 | 6	0	14	0 | 2	27	0	0 | 0	30	11	0 | 90 | 314
11:30 AM | | 0	0	0	0 | 5	0	10	0 | 5	32	0	0 | 0	29	4	0 | 85 | 345
11:45 AM | | 0	0	0	0 | 3	0	20	0 | 11	30	0	0 | 0	45	5	0 | 114 | 388
12:00 PM | | 0	0	0	0 | 6	0	13	0 | 4	45	0	0 | 0	44	7	0 | 119 | 408
12:15 PM | | 0	0	0	0 | 2	0	17	0 | 3	28	0	0 | 0	30	2	0 | 82 | 400
12:30 PM | | 0	0	0	0 | 3	0	18	0 | 9	39	0	0 | 0	25	7	0 | 101 | 416
12:45 PM | | 0	0	0	0 | 10	0	18	0 | 5	35	0	0 | 0	43	7	0 | 118 | 420
1:00 PM | | 0	0	0	0 | 5	0	18	0 | 4	44	0	0 | 0	28	0	0 | 99 | 400
1:15 PM | | 0	0	0	0 | 7	0	23	0 | 6	48	0	0 | 0	28	10	0 | 122 | 440
1:30 PM | | 0	0	0	0 | 4	0	7	0 | 4	35	0	0 | 0	29	3	0 | 82 | 421
1:45 PM | | 0	0	0	0 | 4	0	11	0 | 3	47	0	0 | 0	26	6	0 | 97 | 400
2:00 PM | | 0	0	0	0 | 4	0	8	0 | 1	43	0	0 | 0	35	8	0 | 99 | 400
2:15 PM | | 0	0	0	0 | 10	0	16	0 | 3	36	0	0 | 0	44	1	0 | 110 | 388
2:30 PM | | 0	0	0	0 | 4	0	10	0 | 8	66	0	0 | 0	19	5	0 | 112 | 418
2:45 PM | | 0	0	0	0 | 7	0	17	0 | 4	45	0	0 | 0	21	6	0 | 100 | 421
3:00 PM | | 0	0	0	0 | 4	0	14	0 | 4	38	0	0 | 0	21	3	0 | 84 | 406
3:15 PM | | 0	0	0	0 | 4	0	18	0 | 9	47	0	0 | 0	27	3	0 | 108 | 404

15-Min Count Period Beginning At

Bridge St
(Northbound)

Bridge St
(Southbound)

Tyson Ave
(Eastbound)

Tyson Ave
(Westbound)

Total

Hourly Totals

Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U | |

3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM

0
0
0
0
0
0
0

0	0
0	0
0	0
0	0
0	0
0	0
0	0

0
0
0
0
0
0
0

6
4
0
7
11
8
7

0	20
0	17
0	18
0	23
0	23
0	23
0	20

0
0
0
0
0
0
0

22
2
7
7
4
5
6

61	0
40	0
28	0
36	0
29	0
32	0
40	0

0
0
0
0
0
0
0

0
0
0
0
0
0
0

22	7
32	6
20	9
28	5
39	5
58	5
53	8

0
0
0
0
0
0
0

138
101
82
106
111
131
134

430
431
429
427
400
430
482

5:15 PM
5:30 PM
5:45 PM

0

0

0

0

13

0

16

0

3

42

0

0

0

43

10

0

127

503

0 | 0 | 0 | 0 | 12 | 0 | 37 | 0 | 5 | 37 | 0 | 0 | 0 | 46 | 7 | 0 | 144 | 536
0 | 0 | 0 | 0 | 12 | 0 | 42 | 0 | 8 | 40 | 0 | 0 | 0 | 48 | 7 | 0 | 157 | 562
6:00 PM | 0 | 0 | 0 | 0 | 21 | 0 | 39 | 0 | 5 | 51 | 0 | 0 | 0 | 38 | 13 | 0 | 167 | 595

6:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM

0
0
0
0
0
0
0
0
0
0
0

0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0

0
0
0
0
0
0
0
0
0
0
0

6
6
8
17
5
6
9
12
4
8
4

0	37
0	33
0	30
0	20
0	25
0	28
0	24
0	21
0	14
0	16
0	19

0
0
0
0
0
0
0
0
0
0
0

8
4
7
7
2
3
6
9
4
2
7

33	0
42	0
42	0
43	0
53	0
40	0
60	0
53	0
40	0
51	0
39	0

0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0

32	11
41	5
40	10
38	10
38	8
36	2
30	12
33	2
37	6
20	2
32	5

0
0
0
0
0
0
0
0
0
0
0

127
131
137
135
131
115
141
130
105
99
106

595
582
562
530
534
518
522
517
491
475
440

Peak 15-Min Flowrates | Northbound | Southbound | Eastbound | Westbound | Total
Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U |

All Vehicles Heavy Trucks Buses Pedestrians Bicycles
Scooters

0
0

0

0	0
0	0
0
0	0

0

84
0

0

0	156
0	0
36
0	0

0

20
0

0

204	0
4	0
0
0	0

0

0
0

0

152	52
0	0
4
0	0

0

668
4
40
0

Comments:
Report generated on 7/2/2026 11:25 AM	SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak	Method for determining peak hour: Total Entering Volume

LOCATION: Bridge St -- Tyson Ave	QC JOB #: 17692121
CITY/STATE: Tampa, FL	DATE: Sat, Jun 27 2026

Peak-Hour: 6:45 PM -- 7:45 PM
119	63	^0	^1.6
Peak 15-Min: 6:45 PM -- 7:00 PM
90 0  29	^0	^0	^0

301  32	31	242	^0  ^0	^3.2	^0.4
243 	0.91	 211	^0	^0
275  0 	0	272	^0	^0	^0	^0

0  0  0	0	0	0

0	0	0	0

^18	0	0	0

0	3
0	2	_0	_0
0	0
	
_0			0	0	0

			
N/A			N/A

N/A	N/A	N/A	N/A

N/A	N/A

15-Min Count Period Beginning At | | Bridge St (Northbound) | Bridge St (Southbound) | Tyson Ave (Eastbound) | Tyson Ave (Westbound) | Total | Hourly Totals
| Left	Thru	Right	U | Left	Thru	Right	U | Left	Thru  Right	U | Left	Thru  Right	U | |
6:00 AM | | 0	0	0	0 | 0	0	3	0 | 0	9	0	0 | 0	2	1	0 | 15 |
6:15 AM | | 0	0	0	0 | 2	0	1	0 | 1	3	0	0 | 0	3	1	0 | 11 |
6:30 AM | | 0	0	0	0 | 0	0	1	0 | 1	7	0	0 | 0	3	1	0 | 13 |
6:45 AM | | 0	0	0	0 | 2	0	3	0 | 2	9	0	0 | 0	10	1	0 | 27 | 66
7:00 AM | | 0	0	0	0 | 1	0	3	0 | 2	7	0	0 | 0	12	1	0 | 26 | 77
7:15 AM | | 0	0	0	0 | 1	0	1	0 | 2	17	0	0 | 0	6	3	0 | 30 | 96
7:30 AM | | 0	0	0	0 | 1	0	1	0 | 1	9	0	0 | 0	5	2	0 | 19 | 102
7:45 AM | | 0	0	0	0 | 1	0	2	0 | 1	21	0	0 | 0	11	4	0 | 40 | 115
8:00 AM | | 0	0	0	0 | 3	0	3	0 | 6	16	0	0 | 0	7	3	0 | 38 | 127
8:15 AM | | 0	0	0	0 | 2	0	4	0 | 4	20	0	0 | 0	14	11	0 | 55 | 152
8:30 AM | | 0	0	0	0 | 1	0	8	0 | 3	15	0	0 | 0	13	5	0 | 45 | 178
8:45 AM | | 0	0	0	0 | 3	0	7	0 | 3	25	0	0 | 0	18	2	0 | 58 | 196
9:00 AM | | 0	0	0	0 | 3	0	6	0 | 1	25	0	0 | 0	14	4	0 | 53 | 211
9:15 AM | | 0	0	0	0 | 2	0	7	0 | 5	33	0	0 | 0	14	10	0 | 71 | 227
9:30 AM | | 0	0	0	0 | 2	0	7	0 | 9	28	0	0 | 0	23	5	0 | 74 | 256
9:45 AM | | 0	0	0	0 | 5	0	24	0 | 3	34	0	0 | 0	19	8	0 | 93 | 291
10:00 AM | | 0	0	0	0 | 4	0	12	0 | 9	38	0	0 | 0	20	8	0 | 91 | 329
10:15 AM | | 0	0	0	0 | 5	0	12	0 | 8	34	0	0 | 0	38	7	0 | 104 | 362
10:30 AM | | 0	0	0	0 | 6	0	16	0 | 3	45	0	0 | 0	26	4	0 | 100 | 388
10:45 AM | | 0	0	0	0 | 6	0	26	0 | 8	36	0	0 | 0	41	9	0 | 126 | 421
11:00 AM | | 0	0	0	0 | 11	0	21	0 | 11	32	0	0 | 0	46	6	0 | 127 | 457
11:15 AM | | 0	0	0	0 | 3	0	25	0 | 4	38	0	0 | 0	44	10	0 | 124 | 477
11:30 AM | | 0	0	0	0 | 2	0	19	0 | 3	36	0	0 | 0	40	4	0 | 104 | 481
11:45 AM | | 0	0	0	0 | 7	0	22	0 | 4	36	0	0 | 0	46	6	0 | 121 | 476
12:00 PM | | 0	0	0	0 | 7	0	20	0 | 9	41	0	0 | 0	59	10	0 | 146 | 495
12:15 PM | | 0	0	0	0 | 3	0	21	0 | 6	46	0	0 | 0	53	7	0 | 136 | 507
12:30 PM | | 0	0	0	0 | 4	0	28	0 | 3	45	0	0 | 0	52	3	0 | 135 | 538
12:45 PM | | 0	0	0	0 | 7	0	24	0 | 4	63	0	0 | 0	60	11	0 | 169 | 586
1:00 PM | | 0	0	0	0 | 9	0	26	0 | 5	49	0	0 | 0	56	10	0 | 155 | 595
1:15 PM | | 0	0	0	0 | 6	0	20	0 | 5	50	0	0 | 0	48	11	0 | 140 | 599
1:30 PM | | 0	0	0	0 | 6	0	29	0 | 6	65	0	0 | 0	46	4	0 | 156 | 620
1:45 PM | | 0	0	0	0 | 5	0	20	0 | 4	56	0	0 | 0	45	5	0 | 135 | 586
2:00 PM | | 0	0	0	0 | 11	0	23	0 | 6	50	0	0 | 0	36	11	0 | 137 | 568
2:15 PM | | 0	0	0	0 | 8	0	14	0 | 7	56	0	0 | 0	33	6	0 | 124 | 552
2:30 PM | | 0	0	0	0 | 7	0	18	0 | 7	63	0	0 | 0	42	9	0 | 146 | 542
2:45 PM | | 0	0	0	0 | 6	0	25	0 | 9	57	0	0 | 0	33	6	0 | 136 | 543
3:00 PM | | 0	0	0	0 | 6	0	16	0 | 10	58	0	0 | 0	37	6	0 | 133 | 539
3:15 PM | | 0	0	0	0 | 7	0	27	0 | 10	59	0	0 | 0	36	8	0 | 147 | 562

15-Min Count Period Beginning At

Bridge St
(Northbound)

Bridge St
(Southbound)

Tyson Ave
(Eastbound)

Tyson Ave
(Westbound)

Total

Hourly Totals

Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U | |

3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM

0
0
0
0
0
0
0
0
0
0
0
0
0

0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0
0	0

0
0
0
0
0
0
0
0
0
0
0
0
0

7
7
8
4
4
6
9
11
10
11
5
2
6

0	24
0	27
0	18
0	20
0	21
0	17
0	22
0	29
0	24
0	23
0	20
0	32
0	17

0
0
0
0
0
0
0
0
0
0
0
0
0

8
13
8
7
3
9
1
11
5
10
13
12
8

75	0
42	0
51	0
57	0
58	0
58	0
61	0
58	0
50	0
61	0
59	0
57	0
64	0

0
0
0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0
0
0

35	5
36	9
43	5
35	9
49	5
49	10
40	2
50	8
55	8
35	4
44	9
53	7
39	8

0
0
0
0
0
0
0
0
0
0
0
0
0

154
134
133
132
140
149
135
167
152
144
150
163
142

570
568
568
553
539
554
556
591
603
598
613
609
599

6:45 PM | 0 | 0 | 0 | 0 | 8 | 0 | 21 | 0 | 11 | 67 | 0 | 0 | 0 | 57 | 11 | 0 | 175 | 630

7:00 PM
7:15 PM
7:30 PM

0

0

0

0

5

0

20

0

5

55

0

0

0

55

6

0

146

626

0 | 0 | 0 | 0 | 6 | 0 | 23 | 0 | 9 | 67 | 0 | 0 | 0 | 55 | 10 | 0 | 170 | 633
0 | 0 | 0 | 0 | 10 | 0 | 26 | 0 | 7 | 54 | 0 | 0 | 0 | 44 | 4 | 0 | 145 | 636

7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM

0
0
0
0
0

0	0
0	0
0	0
0	0
0	0

0
0
0
0
0

5
5
2
5
4

0	27
0	19
0	11
0	13
0	17

0
0
0
0
0

4
3
8
7
5

55	0
67	0
41	0
49	0
53	0

0
0
0
0
0

0
0
0
0
0

42	6
30	5
44	7
38	5
34	6

0
0
0
0
0

139
129
113
117
119

600
583
526
498
478

Peak 15-Min Flowrates | Northbound | Southbound | Eastbound | Westbound | Total
Left | Thru	Right | U | Left | Thru	Right | U | Left | Thru  Right | U | Left | Thru  Right | U |

All Vehicles Heavy Trucks Buses Pedestrians Bicycles
Scooters

0
0

0

0	0
0	0
0
0	0

0

32
0

0

0	84
0	0
8
0	0

0

44
0

0

268	0
0	0
0
0	0

0

0
0

0

228	44
0	4
0
0	4

0

700
4
8
4

Comments:
Report generated on 7/2/2026 11:25 AM	SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Discussion Regarding CDD/Master Association Expenses Covered by Tower 1 for past 40 months and corrective Measures going forward

Discussion Regarding Speeding / Parking / Towing Violations on CDD Property

Other Matters

Tuesday Peak Hour Volumes

Figure 

260221.04 New Port Tampa Bay CDD - Bridge Street

Wednesday Peak Hour Volumes

Figure 

260221.04 New Port Tampa Bay CDD - Bridge Street

Saturday Peak Hour Volumes

Figure 

260221.04 New Port Tampa Bay CDD - Bridge Street

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