Inspection History Details
Inspection Status: Partial Pass
Inspection History
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 02/19/2026 | Partial Pass | 30" RCP extension under Wingate Blvd at station 99-00: identical pipe and slope were installed, no collar was used, pipe is backfilled. Pipe install and backfill is complete according to the approved development package. This has not been inspected by DTM's PIA inspector at this point. | ||
| 02/20/2026 | Partial Pass | 36" RCP extension under Wingate Blvd at station 109-00: identical pipe and slope were installed, no collar was used, pipe bedding is good. Pipe install is in according to the approved development package. This has not been inspected by DTM's PIA inspector at this point. Okay to backfill. | ||
| 02/25/2026 | Partial Pass | Wingate station 115+35, 36" RCP connection to existing: material, slope, and bedding are good, okay to backfill. Wingate station 113+70, 18" RCP to new CB: material, slope, and bedding are good, okay to backfill. |
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| 04/17/2026 | Partial Pass | 4/17/26 - Shotcrete of RCP channel on eastside of Wingate & Linderbrook roughly at Sta 103 + 00; 2nd location, still on e/side of Wingate in other RCP channel roughly at STA 99+00: Both locations are cut and reinforced correct, okay for concrete. | ||
| 04/21/2026 | Partial Pass | Slopes off Wingate Blvd -STA 103+00and 99+00 for dumped rip rap: filter fabric is in place, rip rap,has been dumped, finished product needs to be 24" depth. | ||
| 04/24/2026 | Partial Pass | 4/24/26 - Underground storm drain from Basin 1, under Downshift Dr, outlet to CA-A2: 138 LF of 24" SRP from 0+00 to 1+38 (outlet to 45 angle/MH-1): pipe set to the proper depth, bedding is correct, trench size is accurate, slope is good. Okay to backfill this section. | ||
| 04/27/2026 | Partial Pass | Trenching is complete: location, dimensions, & slope are good. 90 LF or 24" SRP is in place with proper bedding and slope, from 45 angle/MH-1 towards MH-2, okay to backfill. | ||
| 04/28/2026 | Partial Pass | SRP good to backfill through 100 LF past 45 degree angle. | ||
| 04/29/2026 | Partial Pass | First stick (on west/down slope side) of RCP is in place. Will need to inspect rebar once collar is ready for transition from RCP to SRP. Additional RCP placement is on hold pending arrival of gasket material. | ||
| 04/30/2026 | Partial Pass | Underground storm drain from Basin 1, under Downshift Dr, outlet to CA-A2: RCP sections are in place, ADOT collars for transition to SRP are formed and reinforcement is correct, okay to pour collars. Manholes are not in place yet, okay to backfill RCP except for pipe surrounding manhole locations. | ||
| 05/01/2026 | Partial Pass | Underground storm drain from Basin 1, under Downshift Dr, outlet to CA-A2: Entire length of pipe is in place. Depth, bedding, and slopes are good. Two manholes are not yet created. Okay to backfill all SRP & RCP except for sticks immediately adjacent to manhole locations. | ||
| 05/04/2026 | Partial Pass | Underground storm drain from Basin 1, under Downshift Dr, outlet to CA-A2: MH-2 base is formed with acceptable dimensions per PAG SD 302, okay to pour. MH-1 base is not ready and requires re-inspection once forming is complete. | ||
| 05/05/2026 | Not Ready | Cutoff walls in drainage channel, west side footing is covered in mud circa sta. 21+50, needs to be cleaned off, wire mesh on SW radius is in contact with ground, needs to be lifted 3" Underground storm drain from Basin 1, under Downshift Dr, outlet to CA-A2: MH-2 base is in future Right-of-Way and needs to be inspected under a Private Improvement Agreement permit. PIA has not been issued at this point. |
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| 08/03/2026 | Partial Pass | Slopes on 4-barrel arch: reinforcement, sub-grade, and slopes are good. Okay to pour. Culvert install under road: not ready, recall inspection, also schedule with ROW on PIA permit. |
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| 08/04/2026 | Partial Pass | 18" RCP under Downshift Dr: pipe material, elevations, slopes, and bedding are good. Okay to backfill. | ||
| 08/05/2026 | Partial Pass | 34"x24" elliptical RCP under Downshift Dr: material, depth, and slopes are correct. Okay for slurry fill to spring-line. |