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

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:
Passcode:

1-844-621-3956
2539 895 0958 #

BOARD OF SUPERVISORS’ WORKSHOP MEETING AGENDA

Administrative Matters

•
•
•

Call to Order Roll Call
Public Comment Period

General Business Matters

1.

Discussion Regarding the Migration of the CDD taking over the Operations of the Master Association Beginning 1-1-27
Declarant Letter to Members
Discussion regarding Retention of Outside Counsel
Discussion Regarding Undisclosed Property Transfer by Marina Entity and Access and Parking Control Concerns of Current Residents
Recorded Deed
Discussion Regarding Installation of Railing
Discussion Regarding Traffic Evaluation Findings and Recommendations
Traffic Study Memorandum
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

2.

3.
4.

5.

6.
7.

Adjournment

New Port – Tampa Bay Community Development District

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

•
•

Declarant Letter to Members Discussion regarding Retention of Outside Counsel

New Port – Tampa Bay Community Development District

Declarant Letter to Members

New Port – Tampa Bay Community Development District

Discussion regarding Retention of Outside Counsel

New Port – Tampa Bay Community Development District

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

New Port – Tampa Bay Community Development District

Recorded Deed

New Port – Tampa Bay Community Development District

Discussion Regarding Installation of Railing

New Port – Tampa Bay Community Development District

Discussion Regarding Traffic Evaluation Findings and Recommendations

New Port – Tampa Bay Community Development District

Traffic Study Memorandum

MEMORANDUM
August 24, 2026

TO:

Ms. Jane Gaarlandt
New Port Tampa Way Community Development District, c/o PFM Group Consulting, LLC
Craig J. Carden, P.E., Senior Project Manager, Ardurra 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

CC:
FROM:

RE:

1.

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).

2.

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

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

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

N
Not to Scale

AM Peak

MD Peak

PM Peak

1174
81

738
141

875
232

34
163

16
131

17
122

Tuesday Peak Hour Volumes

Figure 1

260221.04 New Port Tampa Bay CDD - Bridge Street

1272
175

17
3
15

15
5
4

33
161

632
45

5
0
6

38
4
3

20
115

799
32

11
1
2

26
0
3

20
68

Not to Scale

N

AM Peak

MD Peak

PM Peak

1143
67

753
154

901
236

32
167

27
142

21
170

Wednesday Peak Hour Volumes

Figure 2

260221.04 New Port Tampa Bay CDD - Bridge Street

1210
159

16
2
11

21
3
5

37
175

692
46

5
2
9

35
5
6

21
144

816
32

13
0
4

40
7
3

12
62

N
Not to Scale

AM Peak

MD Peak

PM Peak

846
113

941
170

955
195

18
120

22
195

36
225

Saturday Peak Hour Volumes

Figure 3

260221.04 New Port Tampa Bay CDD - Bridge Street

746
74

13
0
6

21
1
6

28
149

754
89

21
2
10

31
1
5

31
224

509
34

7
0
3

24
3
2

27
70

New Port Tampa Way CDD – Bridge Street
Traffic Count Data Summary Project № 260221.04
August 24, 2026
Page 5

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.

3.

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.

New Port Tampa Way CDD – Bridge Street
Traffic Count Data Summary Project № 260221.04
August 24, 2026
Page 6

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

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

Analysis Period

Gandy NB / SB

Marina Way 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

Tyson NB / SB

New Port Tampa Way CDD – Bridge Street
Traffic Count Data Summary Project № 260221.04
August 24, 2026
Page 7

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)

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,

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

New Port Tampa Way CDD – Bridge Street
Traffic Count Data Summary Project № 260221.04
August 24, 2026
Page 8

indicating that westbound departures were more broadly sustained throughout the weekend
count period.

Table 4. Tyson West-Leg Peak-Hour Movements (vehicles per hour)

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.

4.

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.

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

New Port Tampa Way CDD – Bridge Street
Traffic Count Data Summary Project № 260221.04
August 24, 2026
Page 9

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.

New Port Tampa Way CDD – Bridge Street
Traffic Count Data Summary Project № 260221.04
August 24, 2026
Page 10

Table 5. Southbound Comparison (vehicles per peak hour)

Note: The ratio compares separate segments. It does not represent the percentage of individual vehicles traveling from Gandy to Tyson's west leg.

5.

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.

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%

ATTACHMENTS

Type of peak hour being reported: Intersection Peak

Method for determining peak hour: Total Entering Volume

Page 1 of 2

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
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
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM

1	0	18	0
1	0	30	0
1	0	24	0
0	0	39	0
2	0	44	0
2	0	66	0
3	0	56	0
2	0	52	1
0	0	80	0
0	0	78	0
0	0	71	0
0	0	52	0
0	0	41	0
0	0	36	0
0	0	42	0
1	0	29	0
0	0	34	0
0	0	37	0
2	0	29	0
0	0	23	0
0	0	29	0
0	0	34	0
0	0	44	0
0	0	36	0
0	0	38	0
0	0	35	0
0	0	34	0
0	0	38	0
0	0	32	0
0	0	26	0
0	0	28	0
0	0	34	0
0	0	23	0
0	0	34	0
0	0	38	0
0	0	34	0
0	0	39	0
0	0	28	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	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	0	0	0
0	0	0	0
0	0	0	0
0	0	0	0
0	0	0	0

0	99	5	0
0	138	2	0
0	193	3	0
0	178	11	0
0	183	7	0
0	205	6	0
0	195	6	0
0	203	9	0
0	196	11	0
0	209	7	0
0	196	5	0
0	201	8	0
0	162	7	0
0	133	8	0
0	133	4	0
0	163	7	0
0	125	10	0
0	145	8	0
0	97	6	0
0	143	10	0
0	141	7	0
0	180	6	0
0	154	10	0
0	152	14	0
0	152	13	0
0	175	5	0
0	147	12	0
0	158	15	0
0	145	9	0
0	148	18	0
0	160	12	0
0	149	11	0
0	145	10	0
0	151	12	0
0	188	8	0
0	206	15	0
0	229	14	0
0	222	9	0

7	117	0	1
11	156	0	0
8	184	0	1
7	214	0	1
14	256	0	2
22	285	0	0
23	335	0	0
17	291	0	0
19	263	0	3
15	260	0	1
22	258	0	1
26	223	0	2
22	186	0	4
11	199	0	4
26	214	0	2
23	178	0	5
29	182	0	2
12	198	0	0
22	171	0	5
25	133	0	1
31	165	0	4
30	170	0	3
24	155	0	2
30	198	0	3
33	190	0	4
42	178	0	3
33	169	0	1
33	201	0	7
34	167	0	2
46	181	0	1
39	201	0	2
25	192	0	1
38	201	0	4
20	240	0	7
23	213	0	2
42	234	0	2
30	236	0	4
30	240	0	1

248
338
414
450
508
586
618
575
572
570
553
512
422
391
421
406
382
400
332
335
377
423
389
433
430
438
396
452
389
420
442
412
421
464
472
533
552
530

1450
1710
1958
2162
2287
2351
2335
2270
2207
2057
1878
1746
1640
1600
1609
1520
1449
1444
1467
1524
1622
1675
1690
1697
1716
1675
1657
1703
1663
1695
1739
1769
1890
2021
2087

Report generated on 7/2/2026 11:24 AM

SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2

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	38	0
0	0	31	0
0	0	28	0
0	0	23	0
0	0	31	0
0	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	196	13	0
0	205	10	0
0	234	20	0
0	272	27	0
0	285	24	0
0	291	32	0

31	269	0	3
42	285	0	4
28	285	0	1
40	242	0	1
64	248	0	4
50	208	0	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	43	0

0	0	0	0
0	0	0	0

0	325	41	0
0	293	40	0

59	227	0	1
69	211	0	1

683
657

2670
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	36	0
0	0	41	0
0	0	39	0
0	0	32	0
0	0	34	1
0	0	27	0
0	0	30	0
0	0	35	0
0	0	20	0
0	0	32	0
1	0	19	0
0	0	18	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	0
0	260	29	0
0	242	29	0
0	140	31	0
0	127	15	0
0	154	18	0
0	147	23	0
0	132	11	0
0	120	7	0
0	110	18	0
0	111	10	0
0	114	6	0

41	192	0	6
43	183	0	9
55	192	0	6
60	150	0	5
50	165	0	6
51	128	0	5
52	105	0	0
47	95	0	2
41	121	0	3
28	124	0	2
49	98	0	0
30	96	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	160	0
0	0	0
0
0	0	0

0	0	0	0
0	0	0
0
0	0	0

0	1348	256	0
0	4	0
0
0	0	0

212	868	0	20
0	8	0
4
0	4	0

2864
12
4
4

Comments:

Type of peak hour being reported: Intersection Peak

Method for determining peak hour: Total Entering Volume

Page 1 of 2

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
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
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM

0	0	22	0
0	0	25	0
0	0	30	0
0	0	42	0
0	0	45	0
2	0	59	0
2	0	60	0
1	0	60	0
1	0	71	0
0	0	70	0
0	0	69	0
1	0	58	0
0	0	42	0
1	0	40	0
1	0	41	0
0	0	32	0
0	0	32	0
0	0	27	0
0	0	27	0
0	0	34	0
0	0	40	0
0	0	30	0
1	0	33	0
0	0	47	0
0	0	41	0
0	0	30	0
0	0	50	0
0	0	47	0
0	0	30	0
0	0	27	0
0	0	27	0
0	0	23	0
0	0	29	0
0	0	20	0
0	0	30	0
2	0	32	0
0	0	23	0
0	0	32	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	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	0	0	0
0	0	0	0
0	0	0	0
0	0	0	0
0	0	0	0

0	97	1	0
0	149	6	0
0	181	7	0
0	189	5	0
0	184	6	0
0	202	6	0
0	210	10	0
0	217	9	0
0	180	6	0
0	209	7	0
0	202	12	0
0	174	9	0
0	160	6	0
0	124	10	0
0	138	11	0
0	164	9	0
0	160	10	0
0	122	8	0
0	156	5	0
0	172	15	0
0	155	6	0
0	163	12	0
0	174	14	0
0	193	13	0
0	180	11	0
0	173	11	0
0	146	11	0
0	172	7	0
0	168	11	0
0	176	10	0
0	191	10	0
0	186	6	0
0	170	10	0
0	154	15	0
0	174	10	0
0	185	17	0
0	219	9	0
0	207	16	0

4	107	0	1
3	164	0	1
5	187	0	3
19	174	0	0
19	243	0	1
21	290	0	0
18	331	0	1
15	261	0	1
11	276	0	2
23	275	0	3
24	238	0	2
31	223	0	3
12	220	0	2
21	199	0	0
25	208	0	2
38	172	0	3
19	189	0	4
12	172	0	3
21	171	0	4
28	154	0	3
24	177	0	3
37	184	0	2
28	171	0	5
31	163	0	5
24	180	0	4
52	197	0	1
47	213	0	4
35	166	0	5
43	175	0	5
33	201	0	5
24	214	0	8
31	206	0	6
35	229	0	9
34	263	0	5
32	207	0	2
36	229	0	4
32	223	0	3
38	254	0	4

232
348
413
429
498
580
632
564
547
587
547
499
442
395
426
418
414
344
384
406
405
428
426
452
440
464
471
432
432
452
474
458
482
491
455
505
509
551

1422
1688
1920
2139
2274
2323
2330
2245
2180
2075
1883
1762
1681
1653
1602
1560
1548
1539
1623
1665
1711
1746
1782
1827
1807
1799
1787
1790
1816
1866
1905
1886
1933
1960
2020

Report generated on 7/2/2026 11:24 AM

SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2

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	50	0
0	0	26	0
0	0	38	0
0	0	29	0
0	0	32	0
0	0	35	0
0	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	229	18	0
0	196	10	0
0	252	13	0
0	241	19	0
0	277	30	0
0	263	26	0
0	265	24	0

33	260	0	3
37	253	0	3
36	264	0	3
47	263	0	2
46	277	0	3
41	226	0	3
36	242	0	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	38	0
0	0	44	0

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

0	312	40	0
0	293	43	0
0	291	36	0

61	225	0	3
69	205	0	4
55	216	0	2

678
652
644

2588
2646
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	0	35	0
1	0	29	0
0	0	31	0
0	0	32	0
1	0	28	0
0	0	24	0
0	0	41	0
0	0	22	0
0	0	26	0
1	0	21	0
0	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	252	33	0
0	177	23	0
0	157	17	0
0	136	17	0
0	134	21	0
0	132	13	0
0	113	24	0
0	105	15	0
0	128	15	0
0	90	12	0
0	141	13	0

66	211	0	3
62	167	0	6
57	144	0	1
45	126	0	8
44	101	0	4
50	134	0	4
45	102	0	4
57	99	0	1
30	107	0	3
44	104	0	6
38	99	0	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	168	0
0	0	4
4
0	0	0

0	0	0	0
0	0	0
4
0	0	0

0	1256	160	0
0	0	0
0
0	0	0

204	1020	0	8
0	24	0
0
0	0	0

2816
28
8
0

Comments:

Type of peak hour being reported: Intersection Peak

Method for determining peak hour: Total Entering Volume

Page 1 of 2

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
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
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM

2	0	4	0
0	0	8	0
1	0	9	0
0	0	9	0
0	0	11	0
0	0	18	0
0	0	19	0
0	0	19	0
0	0	16	0
0	0	23	0
0	0	37	0
0	0	35	0
0	0	39	0
0	0	33	0
0	0	62	0
0	0	49	0
0	0	48	0
0	0	43	0
1	0	49	0
0	0	48	0
1	0	50	0
0	0	41	0
0	0	41	0
0	0	37	0
0	0	52	0
0	0	36	0
0	0	35	0
0	0	38	0
0	0	48	0
0	0	45	0
0	0	36	0
0	0	38	0
1	0	39	0
1	0	38	0
0	0	45	0
0	0	32	0
0	0	42	0
0	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	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	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	30	1	0
0	35	0	0
0	33	4	0
0	47	4	0
0	50	3	0
0	61	1	0
0	63	1	0
0	102	2	0
0	68	2	0
0	87	7	0
0	96	7	0
0	96	7	0
0	115	4	0
0	128	13	0
0	124	5	0
0	142	12	0
0	159	9	0
0	166	9	0
0	159	15	0
0	173	21	0
0	170	14	0
0	139	16	0
0	176	19	0
0	167	16	0
0	186	13	0
0	197	22	0
0	183	31	0
0	188	23	0
0	191	14	0
0	181	13	0
0	164	17	0
0	187	15	0
0	163	27	0
0	197	19	0
0	193	20	0
0	183	21	0
0	181	17	0
0	181	18	0

2	68	0	2
1	66	0	3
1	112	0	2
5	80	0	3
2	108	0	3
0	110	0	3
7	120	0	1
5	119	0	2
11	111	0	4
11	154	0	2
12	161	0	2
16	178	0	2
18	177	0	7
21	207	0	4
32	242	0	3
42	220	0	4
30	232	0	5
24	249	0	3
35	226	0	3
36	229	0	1
40	231	0	5
41	262	0	3
42	240	0	5
30	254	0	6
39	244	0	5
53	231	0	3
36	233	0	5
42	233	0	4
46	226	0	7
45	253	0	7
57	230	0	2
30	241	0	7
44	264	0	6
46	237	0	9
47	211	0	3
48	226	0	5
34	240	0	8
29	197	0	2

109
113
162
148
177
193
211
249
212
284
315
334
360
406
468
469
483
494
488
508
511
502
523
510
539
542
523
528
532
544
506
518
544
547
519
515
522
466

532
600
680
729
830
865
956
1060
1145
1293
1415
1568
1703
1826
1914
1934
1973
2001
2009
2044
2046
2074
2114
2114
2132
2125
2127
2110
2100
2112
2115
2128
2125
2103
2022

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

2

0

46

0

0

0

0

0

0

181

13

0

48

233

0

5

528

2071

4:15 PM

0

0

40

0

0

0

0

0

0

179

20

0

41

253

0

5

538

2143

Report generated on 7/2/2026 11:24 AM

SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2

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

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
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	0	33	0
0	0	38	0
0	0	31	0
1	0	43	0
1	0	32	0
0	0	49	0
0	0	40	0
0	0	47	0
0	0	37	0
0	0	50	0
0	0	39	0
0	0	33	0
1	0	30	0
1	0	19	0
0	0	26	0
0	0	25	0
0	0	30	0
2	0	14	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	0	0
0	0	0	0

0	187	16	0
0	184	25	0
0	186	17	0
0	178	25	0
0	177	23	0
0	175	24	0
0	177	19	0
0	174	26	0
0	153	19	0
0	181	22	0
0	137	24	0
0	155	22	0
0	153	18	0
0	145	25	0
0	124	21	0
0	163	8	0
0	145	11	0
0	158	5	0

35	235	0	6
27	243	0	6
43	229	0	4
36	224	0	7
35	179	0	4
39	213	0	5
32	218	0	6
35	165	0	1
37	184	0	3
44	160	0	7
32	142	0	3
28	169	0	2
35	146	0	3
33	140	0	5
26	111	0	3
20	102	0	3
34	112	0	2
28	101	0	5

513
523
510
514
451
505
492
448
433
464
377
409
386
368
311
321
334
313

2119
2102
2084
2060
1998
1980
1962
1896
1878
1837
1722
1683
1636
1540
1474
1386
1334
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	0	0
0
0	0	0

0	800	92	0
0	12	0
0
0	0	0

212	928	0	8
0	12	0
0
0	4	0

2160
24
0
4

Comments:

Type of peak hour being reported: Intersection Peak

Method for determining peak hour: Total Entering Volume

Page 1 of 2

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
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
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM

0	9	2	0
0	15	0	0
0	19	0	0
0	15	3	2
0	23	6	0
0	30	0	0
0	29	3	1
0	30	2	0
1	36	2	0
1	34	3	0
2	34	1	0
0	22	1	0
0	17	0	1
0	15	1	0
1	16	2	0
1	7	0	0
0	10	1	0
3	15	1	0
2	8	1	0
2	11	0	1
1	15	2	1
0	14	0	3
1	11	7	0
0	15	4	0
1	17	1	0
1	17	2	0
2	14	2	0
2	19	2	1
1	15	2	0
2	8	2	1
0	10	1	1
2	13	2	0
0	10	7	1
0	10	1	0
3	18	6	0
0	10	0	0
1	14	3	0
1	15	0	0

2	8	0	0
0	11	2	0
0	8	3	0
0	14	1	0
0	11	2	1
0	12	2	0
2	16	2	0
4	11	3	0
2	16	4	1
0	7	5	1
0	17	3	0
0	17	2	1
0	14	5	1
1	14	2	0
1	16	4	2
3	17	3	1
3	22	6	1
0	11	3	1
0	17	5	1
2	16	4	0
1	21	6	1
3	22	4	0
3	23	8	1
0	27	5	2
2	30	6	3
1	22	9	1
3	26	3	1
2	28	5	4
2	19	9	1
4	37	7	1
6	24	6	2
4	30	5	0
4	24	6	0
0	18	6	3
2	20	3	0
3	37	5	1
1	29	2	2
0	22	7	1

4	1	0	0
2	0	0	0
4	0	0	0
7	0	0	0
7	0	0	0
7	0	0	0
4	0	0	0
8	0	1	0
7	0	2	0
13	4	0	0
10	2	0	0
11	0	0	0
6	0	2	0
4	2	0	0
4	0	3	0
8	1	0	0
8	1	0	0
9	0	1	0
4	0	0	0
9	2	0	0
8	0	1	0
6	1	0	0
12	0	2	0
5	0	1	0
9	1	1	0
8	0	1	0
12	3	1	0
9	0	0	0
4	1	1	0
8	1	1	0
3	1	2	0
8	0	1	0
6	0	2	0
10	1	2	0
11	0	0	0
8	0	1	0
11	0	0	0
5	1	0	0

0	0	0	0
0	0	0	0
0	0	0	0
0	0	2	1
1	0	0	1
0	0	2	0
0	0	1	0
1	1	1	0
1	0	7	0
2	1	1	0
1	0	0	0
1	0	1	0
0	1	0	0
1	0	0	0
1	0	1	0
0	0	0	0
0	1	1	0
2	0	0	0
1	0	0	0
2	1	0	0
1	0	0	0
1	0	0	0
0	0	1	0
3	0	2	0
0	0	1	0
3	0	1	1
2	0	2	1
1	0	1	0
1	0	2	0
1	1	3	0
3	1	1	0
2	0	2	0
1	0	2	0
0	1	4	0
1	1	2	0
1	0	2	0
0	1	2	1
1	1	1	0

26
30
34
45
52
53
58
62
79
72
70
56
47
40
51
41
54
46
39
50
58
54
69
64
72
67
72
74
58
77
61
69
63
56
67
68
67
55

135
161
184
208
225
252
271
283
277
245
213
194
179
186
192
180
189
193
201
231
245
259
272
275
285
271
281
270
265
270
249
255
254
258
257

Report generated on 7/2/2026 11:25 AM

SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2

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	25	7	0
0	18	2	1
0	16	1	0
0	16	5	2
0	11	1	0
2	12	3	1

3	26	1	0
4	27	4	2
5	26	4	2
6	38	2	1
5	50	7	2
5	48	6	1

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

0	0	2	0
0	3	2	0
0	1	2	0
1	0	4	0
2	0	1	0
2	1	1	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
1	22	3	3
2	10	2	0

3	56	3	2
1	73	6	1
4	66	2	4

5	1	0	0
4	1	4	0
2	0	0	0

3	1	7	0
5	0	5	0
3	2	2	0

103
129
99

358
406
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	17	10	0
2	14	8	4
0	18	4	0
0	15	3	0
0	11	2	1
1	13	9	4
0	13	4	0
1	18	3	0
0	8	3	0
0	11	2	0
0	6	3	0
1	6	5	1

2	41	1	0
4	48	3	1
3	51	2	1
4	62	5	2
3	43	1	1
4	46	2	2
1	40	8	3
9	36	5	5
2	29	3	0
3	31	3	0
2	36	3	2
2	18	3	1

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

6	2	3	0
8	1	3	0
2	1	4	0
3	0	2	0
1	0	0	0
6	0	4	0
2	1	6	0
3	1	6	0
6	0	2	1
7	0	2	0
0	0	5	1
3	0	7	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	72	44	12
0	4	0
32
0	0	0

44	292	28	4
0	0	0
0
0	0	8

16	12	0	0
0	0	0
52
4	0	0

16	0	12	0
0	0	0
0
0	0	0

552
4
84
12

Comments:

Type of peak hour being reported: Intersection Peak

Method for determining peak hour: Total Entering Volume

Page 1 of 2

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
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
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM

0	11	2	0
1	10	0	0
0	19	0	0
0	16	1	4
0	26	2	0
0	27	1	0
0	40	1	0
0	26	2	0
1	29	2	0
0	29	3	0
0	27	1	0
0	26	1	0
0	18	3	0
0	13	0	0
0	21	2	0
0	8	0	0
0	16	4	0
1	10	1	1
2	9	2	0
4	12	2	0
1	10	3	1
3	9	1	0
0	10	5	0
0	20	5	0
2	11	1	0
0	18	2	0
2	28	3	0
1	20	4	1
0	9	1	0
2	15	5	0
1	8	4	0
3	10	1	0
0	12	3	0
0	9	0	0
1	18	1	0
0	13	1	2
0	9	2	0
0	16	3	0

1	4	0	0
0	7	0	0
0	6	1	0
1	18	3	0
6	14	2	0
0	18	4	0
3	17	1	0
1	10	4	0
1	13	1	0
0	18	6	0
1	18	3	0
2	15	7	1
0	13	4	0
0	15	3	1
2	22	3	0
0	23	8	1
4	13	4	0
1	12	0	0
1	12	3	1
3	24	6	1
1	15	7	1
2	26	8	1
3	23	10	0
3	25	3	1
3	30	3	0
5	28	12	2
2	30	14	1
1	28	8	1
0	32	8	3
3	28	3	2
4	20	4	0
4	25	8	1
7	20	7	2
3	30	1	2
1	27	4	1
3	31	4	2
1	26	5	1
8	21	3	1

0	0	0	0
3	1	1	0
1	0	0	0
8	0	0	0
2	0	1	0
10	0	1	0
6	1	0	0
12	1	1	0
10	2	1	0
12	3	1	0
8	3	0	0
6	0	1	0
9	0	1	0
8	1	0	0
9	1	0	0
11	2	1	0
7	0	0	0
3	3	1	0
3	3	0	0
5	1	4	0
10	0	4	0
9	0	3	0
8	0	1	0
12	1	1	0
12	2	1	0
1	0	2	0
10	2	2	0
9	3	2	0
3	0	1	0
5	0	0	0
5	0	1	0
6	3	1	0
8	0	3	0
0	1	1	0
5	1	0	0
7	0	2	0
6	0	1	0
3	0	0	0

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

18
23
27
52
55
61
72
61
69
73
64
61
50
42
60
60
49
35
38
66
54
64
64
73
68
75
100
91
62
70
50
66
65
51
59
68
54
63

120
157
195
240
249
263
275
267
267
248
217
213
212
211
204
182
188
193
222
248
255
269
280
316
334
328
323
273
248
251
232
241
243
232
244

Report generated on 7/2/2026 11:25 AM

SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2

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	27	8	1
1	9	1	0
0	15	3	1
0	16	1	1
2	6	2	0
0	13	3	0
0	13	7	1
2	17	3	1

4	29	3	0
5	25	8	0
2	28	2	5
3	38	7	1
4	43	7	1
7	36	8	2
2	35	5	0
5	46	5	3

8	0	2	0
9	1	0	0
4	0	2	0
4	2	2	0
11	1	2	0
6	0	1	0
10	1	2	0
4	1	2	0

2	0	1	0
2	3	2	0
2	2	0	0
2	1	3	0
4	0	3	0
3	0	5	0
1	1	5	0
1	1	2	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
0	20	6	0

7	67	3	1
2	64	2	1

5	1	1	0
4	0	2	0

4	0	3	0
3	0	4	0

114
108

448
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	11	4	0
0	13	6	1
0	11	7	1
0	10	4	2
0	12	4	0
3	16	3	0
1	5	7	0
2	9	2	1
0	10	1	0
0	11	7	1

1	56	6	2
9	49	4	2
1	36	3	4
1	38	6	1
1	40	5	1
11	41	5	2
3	39	7	2
4	27	5	1
4	34	3	0
4	29	4	0

4	1	1	0
3	0	4	0
4	0	3	0
9	1	3	0
2	0	1	0
5	2	2	0
4	1	0	0
4	0	0	0
0	0	0	0
1	0	0	0

3	0	1	0
3	2	4	0
5	1	5	0
1	0	4	0
1	0	0	0
5	0	11	0
5	0	3	1
5	0	2	0
0	0	3	0
2	0	5	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	72	12	4
0	0	0
32
0	0	0

28	292	12	8
0	0	0
0
0	0	0

24	0	8	0
4	0	0
56
0	0	0

4	0	28	0
0	0	0
0
0	0	0

492
4
88
0

Comments:

Type of peak hour being reported: Intersection Peak

Method for determining peak hour: Total Entering Volume

Page 1 of 2

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	13	3	0

12	39	6	1

10	0	1	0

3	0	4	1

93

336

12:45 PM

0	21	4	0

4	47	4	3

6	0	2	0

2	1	7	0

101

373

1:00 PM
1:15 PM

2	18	7	0
0	21	7	0

4	43	5	1
8	35	9	3

9	0	1	0
8	1	1	0

4	1	2	0
3	0	2	0

97
98

382
389

1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM

0	13	5	0
0	19	2	0
1	18	5	1
0	24	1	0
2	16	5	3
1	11	4	0
1	20	2	3
1	16	3	1

9	40	7	2
4	29	1	3
3	41	9	3
3	34	6	3
4	38	5	0
10	35	4	4
1	26	5	1
5	40	4	0

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

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

88
76
94
79
93
81
76
77

384
359
356
337
342
347
329
327

Report generated on 7/2/2026 11:25 AM

SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2

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
5:30 PM
5:45 PM
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	17	3	1
1	18	7	2
0	28	3	1
4	14	1	0
0	9	4	1
0	21	10	1
0	14	4	0
0	22	7	4
0	15	5	1
1	23	4	0
0	23	3	0
2	28	4	0
1	17	2	0
1	18	6	1
0	19	3	0
0	23	2	0
0	14	2	0
0	12	1	0
0	14	2	0
0	13	3	0
1	13	1	0
0	10	0	0

5	37	4	2
11	49	3	0
5	31	5	1
4	36	4	4
4	34	1	1
4	32	5	0
5	38	11	1
4	43	1	3
5	46	3	0
8	40	5	2
6	37	0	3
3	46	6	2
3	26	6	0
4	43	5	2
6	31	3	1
5	30	2	1
3	29	1	2
8	40	8	0
2	32	1	1
2	21	2	1
3	19	5	0
5	26	0	0

4	0	3	0
3	0	2	0
8	1	0	0
6	0	1	0
5	0	1	0
11	1	2	0
5	1	3	0
5	1	3	0
3	0	1	0
3	1	2	0
2	1	1	0
8	0	1	0
6	1	1	0
1	0	2	0
8	0	1	0
2	0	0	0
7	1	2	0
4	0	1	0
4	2	0	0
1	1	0	0
4	1	0	0
2	1	2	0

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

80
103
91
74
66
90
95
98
84
93
81
110
66
92
80
70
69
83
63
48
56
54

314
336
351
348
334
321
325
349
367
370
356
368
350
349
348
308
311
302
285
263
250
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
0	0	0
12
0	0	0

16	188	16	12
0	0	0
0
0	0	0

24	0	8	0
0	0	4
12
0	0	0

8	4	28	0
0	0	0
56
0	0	0

404
4
80
0

Comments:

Type of peak hour being reported: Intersection Peak

Method for determining peak hour: Total Entering Volume

Page 1 of 2

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
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
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 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
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	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	3	0
2	0	9	0
1	0	7	0
3	0	13	0
1	0	8	0
2	0	6	0
4	0	12	0
3	0	5	0
4	0	10	0
3	0	3	0
2	0	9	0
0	0	9	0
8	0	4	0
4	0	5	0
6	0	6	0
5	0	9	0
4	0	12	0
2	0	7	0
4	0	9	0
3	0	10	0
4	0	14	0
5	0	13	0
4	0	11	0
8	0	13	0
4	0	22	0
4	0	17	0
8	0	11	0
2	0	18	0
7	0	8	0
4	0	22	0
9	0	14	0
9	0	12	0
2	0	14	0
3	0	11	0
3	0	9	0
6	0	18	0
7	0	12	0
4	0	11	0

5	18	0	0
2	19	0	0
8	16	0	0
4	22	0	0
10	34	0	0
10	30	0	0
8	49	0	0
4	40	0	0
12	44	0	0
16	42	0	0
10	50	0	0
4	49	0	0
4	33	0	0
8	28	0	0
3	30	0	0
0	29	0	0
2	23	0	0
5	32	0	0
0	19	0	0
2	19	0	0
7	34	0	0
5	24	0	0
5	34	0	0
2	33	0	0
4	33	0	0
7	34	0	0
2	31	0	0
3	33	0	0
5	38	0	0
4	40	0	0
6	36	0	0
6	34	0	0
3	37	0	0
8	45	0	0
6	71	0	0
1	54	0	0
4	48	0	0
3	28	0	0

0	6	5	0
0	4	0	0
0	11	2	0
0	17	2	0
0	20	8	0
0	22	4	0
0	10	3	0
0	15	6	0
0	21	7	0
0	19	2	0
0	18	4	0
0	24	3	0
0	17	2	0
0	11	3	0
0	19	4	0
0	20	2	0
0	26	4	0
0	18	4	0
0	21	4	0
0	22	4	0
0	26	4	0
0	25	4	0
0	28	7	0
0	34	7	0
0	19	6	0
0	40	3	0
0	24	4	0
0	32	7	0
0	39	7	0
0	21	6	0
0	27	2	0
0	22	6	0
0	29	10	0
0	29	3	0
0	26	8	0
0	25	2	0
0	18	6	0
0	25	3	0

37
36
45
61
81
74
86
73
98
85
93
89
68
59
68
65
71
68
57
60
89
76
89
97
88
105
80
95
104
97
94
89
95
99
123
106
95
74

179
223
261
302
314
331
342
349
365
335
309
284
260
263
272
261
256
274
282
314
351
350
379
370
368
384
376
390
384
375
377
406
423
423
398

Report generated on 7/2/2026 11:25 AM

SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2

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	0	13	0
4	0	18	0
6	0	13	0
9	0	14	0
11	0	23	0
11	0	17	0
8	0	29	0
26	0	33	0
13	0	39	0

17	52	0	0
4	33	0	0
2	47	0	1
7	39	0	0
4	35	0	0
5	29	0	0
3	26	0	0
5	38	0	0
4	30	0	0

0	17	4	0
0	31	14	0
0	26	5	0
0	25	14	0
0	29	3	0
0	30	6	0
0	41	11	0
0	35	8	0
0	35	4	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
0	0	0	0

14	0	40	0
10	0	23	0

5	28	0	0
7	45	0	0

0	50	10	0
0	45	10	0

147
140

535
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	0	38	0
7	0	19	0
9	0	20	0
6	0	22	0
2	0	22	0
3	0	21	0
9	0	16	0
3	0	19	0
5	0	7	0

1	42	0	0
5	32	0	0
8	60	0	0
6	43	0	0
1	53	0	0
5	35	0	0
5	27	0	0
8	55	0	0
6	57	0	0

0	46	5	0
0	57	7	0
0	50	12	0
0	32	9	0
0	32	4	0
0	37	3	0
0	25	1	0
0	22	4	0
0	21	3	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	128	0
0	0	4
48
0	0	0

36	180	0	0
0	8	0
4
0	0	0

0	208	36	0
0	0	0
0
0	4	0

644
12
56
4

Comments:

Type of peak hour being reported: Intersection Peak

Method for determining peak hour: Total Entering Volume

Page 1 of 2

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
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
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 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
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	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

1	0	2	0
1	0	8	0
1	0	5	0
4	0	18	0
4	0	6	0
0	0	14	0
4	0	8	0
6	0	4	0
2	0	10	0
4	0	7	0
4	0	11	0
3	0	8	0
4	0	7	0
6	0	4	0
4	0	9	0
6	0	13	0
5	0	7	0
1	0	8	0
3	0	4	0
9	0	11	0
12	0	7	0
6	0	14	0
5	0	10	0
3	0	20	0
6	0	13	0
2	0	17	0
3	0	18	0
10	0	18	0
5	0	18	0
7	0	23	0
4	0	7	0
4	0	11	0
4	0	8	0
10	0	16	0
4	0	10	0
7	0	17	0
4	0	14	0
4	0	18	0

6	20	0	0
4	21	0	0
4	22	0	0
2	18	0	0
6	26	0	0
7	24	0	0
15	41	0	0
7	40	0	0
5	37	0	0
5	49	0	0
10	39	0	0
6	63	0	0
8	32	0	0
2	35	0	0
4	31	0	0
0	26	0	0
5	21	0	0
2	27	0	0
0	29	0	0
3	27	0	0
6	37	0	0
2	27	0	0
5	32	0	0
11	30	0	0
4	45	0	0
3	28	0	0
9	39	0	0
5	35	0	0
4	44	0	0
6	48	0	0
4	35	0	0
3	47	0	0
1	43	0	0
3	36	0	0
8	66	0	0
4	45	0	0
4	38	0	0
9	47	0	0

0	6	5	0
0	11	2	0
0	12	2	0
0	17	0	0
0	14	7	0
0	18	0	0
0	18	2	0
0	17	3	0
0	11	5	0
0	16	2	0
0	21	1	0
0	30	4	0
0	14	8	0
0	12	2	0
0	12	4	0
0	25	3	0
0	10	7	0
0	16	3	0
0	16	2	0
0	14	7	0
0	32	5	0
0	30	11	0
0	29	4	0
0	45	5	0
0	44	7	0
0	30	2	0
0	25	7	0
0	43	7	0
0	28	0	0
0	28	10	0
0	29	3	0
0	26	6	0
0	35	8	0
0	44	1	0
0	19	5	0
0	21	6	0
0	21	3	0
0	27	3	0

40
47
46
59
63
63
88
77
70
83
86
114
73
61
64
73
55
57
54
71
99
90
85
114
119
82
101
118
99
122
82
97
99
110
112
100
84
108

192
215
231
273
291
298
318
316
353
356
334
312
271
253
249
239
237
281
314
345
388
408
400
416
420
400
440
421
400
400
388
418
421
406
404

Report generated on 7/2/2026 11:25 AM

SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2

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	0	20	0
4	0	17	0
0	0	18	0
7	0	23	0
11	0	23	0
8	0	23	0
7	0	20	0

22	61	0	0
2	40	0	0
7	28	0	0
7	36	0	0
4	29	0	0
5	32	0	0
6	40	0	0

0	22	7	0
0	32	6	0
0	20	9	0
0	28	5	0
0	39	5	0
0	58	5	0
0	53	8	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
0	0	0	0
0	0	0	0

13	0	16	0
12	0	37	0
12	0	42	0

3	42	0	0
5	37	0	0
8	40	0	0

0	43	10	0
0	46	7	0
0	48	7	0

127
144
157

503
536
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	0	37	0
6	0	33	0
8	0	30	0
17	0	20	0
5	0	25	0
6	0	28	0
9	0	24	0
12	0	21	0
4	0	14	0
8	0	16	0
4	0	19	0

8	33	0	0
4	42	0	0
7	42	0	0
7	43	0	0
2	53	0	0
3	40	0	0
6	60	0	0
9	53	0	0
4	40	0	0
2	51	0	0
7	39	0	0

0	32	11	0
0	41	5	0
0	40	10	0
0	38	10	0
0	38	8	0
0	36	2	0
0	30	12	0
0	33	2	0
0	37	6	0
0	20	2	0
0	32	5	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	156	0
0	0	0
36
0	0	0

20	204	0	0
0	4	0
0
0	0	0

0	152	52	0
0	0	0
4
0	0	0

668
4
40
0

Comments:

Type of peak hour being reported: Intersection Peak

Method for determining peak hour: Total Entering Volume

Page 1 of 2

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
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
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 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
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	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	3	0
2	0	1	0
0	0	1	0
2	0	3	0
1	0	3	0
1	0	1	0
1	0	1	0
1	0	2	0
3	0	3	0
2	0	4	0
1	0	8	0
3	0	7	0
3	0	6	0
2	0	7	0
2	0	7	0
5	0	24	0
4	0	12	0
5	0	12	0
6	0	16	0
6	0	26	0
11	0	21	0
3	0	25	0
2	0	19	0
7	0	22	0
7	0	20	0
3	0	21	0
4	0	28	0
7	0	24	0
9	0	26	0
6	0	20	0
6	0	29	0
5	0	20	0
11	0	23	0
8	0	14	0
7	0	18	0
6	0	25	0
6	0	16	0
7	0	27	0

0	9	0	0
1	3	0	0
1	7	0	0
2	9	0	0
2	7	0	0
2	17	0	0
1	9	0	0
1	21	0	0
6	16	0	0
4	20	0	0
3	15	0	0
3	25	0	0
1	25	0	0
5	33	0	0
9	28	0	0
3	34	0	0
9	38	0	0
8	34	0	0
3	45	0	0
8	36	0	0
11	32	0	0
4	38	0	0
3	36	0	0
4	36	0	0
9	41	0	0
6	46	0	0
3	45	0	0
4	63	0	0
5	49	0	0
5	50	0	0
6	65	0	0
4	56	0	0
6	50	0	0
7	56	0	0
7	63	0	0
9	57	0	0
10	58	0	0
10	59	0	0

0	2	1	0
0	3	1	0
0	3	1	0
0	10	1	0
0	12	1	0
0	6	3	0
0	5	2	0
0	11	4	0
0	7	3	0
0	14	11	0
0	13	5	0
0	18	2	0
0	14	4	0
0	14	10	0
0	23	5	0
0	19	8	0
0	20	8	0
0	38	7	0
0	26	4	0
0	41	9	0
0	46	6	0
0	44	10	0
0	40	4	0
0	46	6	0
0	59	10	0
0	53	7	0
0	52	3	0
0	60	11	0
0	56	10	0
0	48	11	0
0	46	4	0
0	45	5	0
0	36	11	0
0	33	6	0
0	42	9	0
0	33	6	0
0	37	6	0
0	36	8	0

15
11
13
27
26
30
19
40
38
55
45
58
53
71
74
93
91
104
100
126
127
124
104
121
146
136
135
169
155
140
156
135
137
124
146
136
133
147

66
77
96
102
115
127
152
178
196
211
227
256
291
329
362
388
421
457
477
481
476
495
507
538
586
595
599
620
586
568
552
542
543
539
562

Report generated on 7/2/2026 11:25 AM

SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Page 2 of 2

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	0	24	0
7	0	27	0
8	0	18	0
4	0	20	0
4	0	21	0
6	0	17	0
9	0	22	0
11	0	29	0
10	0	24	0
11	0	23	0
5	0	20	0
2	0	32	0
6	0	17	0

8	75	0	0
13	42	0	0
8	51	0	0
7	57	0	0
3	58	0	0
9	58	0	0
1	61	0	0
11	58	0	0
5	50	0	0
10	61	0	0
13	59	0	0
12	57	0	0
8	64	0	0

0	35	5	0
0	36	9	0
0	43	5	0
0	35	9	0
0	49	5	0
0	49	10	0
0	40	2	0
0	50	8	0
0	55	8	0
0	35	4	0
0	44	9	0
0	53	7	0
0	39	8	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
0	0	0	0
0	0	0	0

5	0	20	0
6	0	23	0
10	0	26	0

5	55	0	0
9	67	0	0
7	54	0	0

0	55	6	0
0	55	10	0
0	44	4	0

146
170
145

626
633
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	0	27	0
5	0	19	0
2	0	11	0
5	0	13	0
4	0	17	0

4	55	0	0
3	67	0	0
8	41	0	0
7	49	0	0
5	53	0	0

0	42	6	0
0	30	5	0
0	44	7	0
0	38	5	0
0	34	6	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	84	0
0	0	0
8
0	0	0

44	268	0	0
0	0	0
0
0	0	0

0	228	44	0
0	0	4
0
0	0	4

700
4
8
4

Comments:

New Port – Tampa Bay Community Development District

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

New Port – Tampa Bay Community Development District

Discussion Regarding Speeding / Parking / Towing Violations on CDD Property

New Port – Tampa Bay Community Development District

Other Matters