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PRG Quality Issues

Quality inspection issues from PRG reports. Clear filters

Last synced from Quickbase: 2026-11-07 04:10

2
Total Issues Unresolved
1
Total Vendor Resolved
0
Pending > 30 Days

Issue Locations

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▼ Issue Types Found

▼ Items by Contractor

ContractorCountShareGigs
E05 DTOB 2
37

"Gigs" is the matching crew's total count from the gig pages (matched by name, e.g. "E05 DTOB" → "DTOB") — not scoped to this page's filters. "—" means no matching crew was found.

▼ Contractor Gigs & Resolutions by Month

Contractor Aug 2026 Total Gigs Aug 2026 Resolved Sep 2026 Total Gigs Sep 2026 Resolved Oct 2026 Total Gigs Oct 2026 Resolved Nov 2026 Total Gigs Nov 2026 Resolved Total Gigs Total Resolved
E05 DTOB 332 144 573 407 73 373 66 29 1044 953
Total 332 144 573 407 73 373 66 29 1044 953

"Total Gigs" = issues whose inspection date fell in that month, regardless of current status. "Resolved" = issues that reached Resolution Accepted with an acceptance date in that month (may differ from the month an issue was first logged). The current month is partial. Scroll right for more months — the Contractor column stays in place.

▼ Items by Project

DEN202B-WHR06 P1 — 2 issues
Vault Subgrade and Bedding Preparation — 2
Address Contractor Age (d) Inspected Notes
↗ 4350 Iris Street E05 DTOB 3 2026-11-04 [NOV-05-26 Leonid Ermakov] Insufficient depth of rock bedding layer. Not meet excavation requirements.
↗ 4275 Hoyt Street E05 DTOB 1 2026-11-06 [NOV-06-26 Leonid Ermakov] Rock bedding must be a minimum of 3 inches deep at the bottom of the excavation
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All Cities — Pending Only 2 issues

# City Project # Address Issue Contractor Age (d) ↓ Inspected Notes
1 ↗ Wheat Ridge DEN202B-WHR06 P1 4350 Iris Street Vault Subgrade and Bedding Preparation E05 DTOB 3 2026-11-04 [NOV-05-26 Leonid Ermakov] Insufficient depth of rock bedding layer. Not meet excavation requirements.
2 ↗ Wheat Ridge DEN202B-WHR06 P1 4275 Hoyt Street Vault Subgrade and Bedding Preparation E05 DTOB 1 2026-11-06 [NOV-06-26 Leonid Ermakov] Rock bedding must be a minimum of 3 inches deep at the bottom of the excavation
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