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Inspection History Details
Inspection Status: Partial Pass
Inspection History: ENGR Paving
Permit Number - TD-DEV-0423-00198
Inspection Description - ENGR Paving
Inspection Status - Partial Pass
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 10/09/2025 | ENGR Paving | Partial Pass | 10/9/25 Driveway area at South Entrance to parking lot onto Fair. Plan Keynote 3 in Construction Notes- 8" PCCP states 6" ABC/Native compacted to 95%. It then refers to detail 1 sheet 7. This Detail shows ABC compacted to 100%. Geotec Report states that structural fill underneath Concrete Pavement to be compacted to minimum 95%. RFI the Engineer for clarification on this Detail. ABC is testing at 97% in area of concrete placement. Forms are correct with dowels at joint. Thickness correct. Slope correct. Use expansion material to full thickness of concrete. Okay to pour this area pending weather. |
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| 10/16/2025 | ENGR Paving | Partial Pass | 10/16/25 8" PCCP Paving initial north of previous pour. From Curb at east of Entrance of Fair that has already been poured over to approximately 30 ft west of entrance -South of building. 8" concrete on 6 inches AB compaction reports on AB and Subgrade comply. Submit reports. Expansion material in at curbs. Dowels at joints (send pics) to be used and expansion material filler at cold joints to be used. Cut control joints per engineers specifications. Hubs are correct at grade breaks and thickness checked from hubs to vert curb correct. Okay to pour floor this area pending pictures of dowels. |
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| 10/20/2025 | ENGR Paving | Partial Pass | 10/20/25 Contractor wants to place 4000 psi PCCP 8 inches over 6 inches Millings- at 1:30AM 12/21. Area includes the driveline in front of the refuse enclosure at Southwest corner of site and going north to the bull noses close to other refuse enclosure to the north. Dowels will be used at cold joints and expansion material will be used approximately every 90 approx feet between at bull noses and any cold joint and curb... Saw cut construction joints will be placed 10-12'. 8" Depths are good, checked by hubs and string line. A few areas I went over with paving contractor need to by fixed for correct depth. Okay to pour this area pending sending pictures. Also cylinders are to be taken and submitted to the portal. Another area that was pumping last week south of building in Subgrade between these two pours was checked for compaction and it now complies 95% plus. |
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| 10/22/2025 | ENGR Paving | Partial Pass | 10/21/25 Contractor to place 4000 psi PCCP 8 inches over 6" Millings- at 1:30AM 12/23. Area includes the driveline to south of site that has not been paved yet, extending north to line of next set of islands. Subgrade and ABC compaction tests comply. hubs and depths are good. Curb reveals correct. Expansion material will be used approximately every approximately 90' or where appropriate and and any cold joint and curb... Saw cut construction joints will be 12' as appropriate. 8" Depths are correct, checked by hubs and string line... Okay to place PCCP. Also cylinders are to be taken and submitted to the portal. |
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| 10/27/2025 | ENGR Paving | Partial Pass | 10/20/25 Contractor wants to place 4000 psi PCCP 8 inches over 6 inches Millings- Subgrade correct, AB correct, submit reports to the portal. Area prepped for placement is large rectangular area just west of building sidewalk -approximately 280 yards. Dowels will be used at cold joints and expansion material will be used at bull noses, along curbs and any cold joint... Saw cut construction joints will be placed 10-12'. 8" Depths are good, checked by hubs and string line. A few areas I went over with paving contractor need to by fixed for correct depth prior to pour. Okay to pour. Cylinders are to be taken and submitted to the portal. |
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| 10/29/2025 | ENGR Paving | Partial Pass | 10/29/25 Contractor intends to place 4000 psi PCCP 8" over 6" Millings- Subgrade correct, AB correct, submit reports to the portal. Area prepped is the Drive lines in between the Asphalt parking spaces to the west of building just north of last pour- 3 Drive lines in "F" shape with the bottom ending at the bullnoses west of the RE. Dowels will be used at cold joints and expansion material will be used at bull noses, along curbs and any cold joint... Saw cut construction joints will be placed 10-12'. 8" Depths are good, checked by string line. A few areas I went over with paving contractor need to by fixed for correct depth, send pictures showing correction prior to pour. one broken displaced curb will also be repaired/poured. Okay to pour. Cylinders are to be taken and submitted to the portal. |
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| 11/05/2025 | ENGR Paving | Partial Pass | 11/05/25 Contractor intends to place 4000 psi PCCP 8" over 6" Millings- Subgrade correct, AB correct, submit reports to the portal. Area of paving is in front of fire engine doors at North of site to first bullnose. Dowels will be used at cold joints and expansion material will be used at bull noses, along curbs and any cold joint... Saw cut construction joints will be placed 10-12'. Hubs are good. 8" Depths are good, checked by string line. A few areas I went over with paving contractor need to by fixed for correct depth, send pictures showing correction prior to pour. Okay to pour. Cylinders are to be taken and submitted to the portal. |
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| 11/10/2025 | ENGR Paving | Partial Pass | 11/10/25 Contractor intends to place 4000 psi PCCP 8" over 6" Millings- Subgrade correct, AB correct, submit reports to the portal. Area of paving is from last cold joint west of garage doors running west to light pole next to north refuse enclosure. Dowels will be used at cold joint and expansion material will be used at bull noses, along curbs and any cold joint... Saw cut construction joints will be placed 10-12'. Hubs are good. 8" Depths are good, checked by string line. A few areas I went over with paving contractor have fixed for correct depth. Area will be rolled again to correct loose AB. Okay to pour. Cylinders are to be taken and submitted to the portal. |
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| 11/12/2025 | ENGR Paving | Partial Pass | 11/12/25 West side of building parking bays. A couple bays have been paved and look good, reveals on curbs look good. The rest are prepped for paving. Slopes correct, depths correct. Take care in ADA parking spots and access aisles to keep at or below 2% slope. Submit 3rd party reports to the portal. |
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| 11/17/2025 | ENGR Paving | Partial Pass | 11/05/25 Contractor intends to place 4000 psi PCCP 8" over 6" Millings- Subgrade correct, AB correct, submit compaction reports to the portal. Area of paving driveline in front west exit beside large basin. Dowels will be used at cold joints and expansion material will be used along curbs and any cold joint... Saw cut construction joints will be placed 10-12'. Hubs are good. 8" Depths are good, checked by string line. A few areas I went over with paving contractor need to by fixed for loose AB, send pictures showing correction prior to pour. Okay to pour. Cylinders are to be taken and submitted to the portal. |