DELIVERY
Daily Log
K St Garage Pour · May 14, 2026Project operating path
K St Garage Pour — May 14, 2026
SubmittedWashington, DC · West EndPwC TAGGED#000003 · v2
AM · PMCloudy·Partly Cloudy
HIGH (°F)68.0
LOW (°F)57.0
WIND (MPH)9.0
PRECIP (IN)0.04
HUMIDITY %66
SOURCENOAA · GHCND
| Subcontractor | Trade | Crew | Hours | Notes | Audit |
|---|---|---|---|---|---|
| Pinnacle Concrete Co. | Concrete — Slab on Deck | 22 | 176.0 | Pour 14B — 162 CY 5,000-psi. Slump tickets attached. | #000300 · v1 |
| Liberty Rebar & Post-Tension | Rebar — placement | 11 | 88.0 | Mat tied for pour 14C. | #000301 · v1 |
| Capitol Electric | Electrical — rough-in | 6 | 48.0 | Conduit runs B3 east — coordinated with Sprinkler. | #000302 · v1 |
| Type | Description | Qty | Hours | Operator | Notes | Audit |
|---|---|---|---|---|---|---|
| Concrete Pump — 47m boom | Schwing S 47 SX — west side ramp | 1 | 8.0 | Pinnacle Concrete Co. | All clear. | #000330 · v1 |
| Tower Crane TC-1 | Liebherr 280 EC-H — 60m radius | 1 | 10.0 | Self-perform | DOL daily inspection complete. | #000331 · v1 |
| Cost code | Description | Planned | Actual | Unit | MH | PF | Audit |
|---|---|---|---|---|---|---|---|
| 03 30 00.001 | Concrete — slab on deck — 5,000 psi | 160 | 162 | CY | 176.0 | 1.01 | #000370 · v1 |
| 03 21 00.002 | Rebar — tied #5 mat | 2.2 | 1.62 | TON | 92.0 | 0.74 | #000371 · v1 |
| Type | Duration | Responsible | Description | Linked RFI | Audit |
|---|---|---|---|---|---|
| No delays recorded for this day. | |||||
| Vendor | Material | Qty | Unit | Delivered | Received by | Audit |
|---|---|---|---|---|---|---|
| No deliveries logged. | ||||||
| Name | Company | Purpose | Arrived | Departed | Audit |
|---|---|---|---|---|---|
| Insp. R. Aoki | DC DOB — Concrete inspection | Cylinder break observation | 10:00 AM UTC | 11:15 AM UTC | #000003 · v1 |
Cleanup + re-screed of slab 14B east. Productivity on rebar mat down (PF 0.74); investigating splice density vs spec.