Civil Engineer · jobsite notes at the end of the shiftDaily Report
In: “Pump truck due 6:30, arrived 7:10, pour started 8:25. Apex's crane down 1:30–2:15, hydraulic leak, Apex crew of 8 idle… Embed plates at gridline D/5 don't match S-201, need RFI, I'll send it by Thu.”
7. DELAYS, STOPPAGES AND SAFETY
- Concrete pump truck scheduled for 6:30 AM, arrived 7:10 AM. Pour started 8:25 AM.
- Crane out of service 1:30–2:15 PM (hydraulic leak). Apex Steel crew of 8 idle during that time.
8. DIRECTIONS RECEIVED AND OPEN ITEMS
- Embed plates at gridline D/5 do not match drawing S-201. Issue RFI. · Due: Thu, Oct 15 · Open
Project Engineer · notes from the weekly OAC meetingMeeting Minutes
In: “Power poles at STA 31+00 not moved, Dillon says power company told the county 11/6. Night lane closure for paving prep, Whitaker asked for Tue 10/27, 8 PM–5 AM”
4. DISCUSSION BY TOPIC
3. Power poles at STA 31+00. The poles have not been moved. M. Dillon said the power company told the county the poles would be moved on November 6. The power company representative was not at the meeting.
4. Night lane closure for paving preparation. J. Whitaker asked for a closure on Tuesday, October 27, from 8:00 PM to 5:00 AM.
Estimator · concept-stage sketch and budget quotesCost Estimate
In: “Strip & haul $14.00/CY (my last 2 jobs). Base + HMA complete $5.10/SF (Delta Paving budget quote 9/22)… Storm inlet in place $4,200 EA”
4. DIRECT COST BUILD-UP
Strip and haul off topsoil | 685 CY | $14.00 | $9,590
Aggregate base (8 in) and HMA (3 in) | 18,500 SF | $5.10 | $94,350
Storm line tie-in | [MISSING] | [MISSING]
Direct cost subtotal (priced lines only): $9,590 + $94,350 + $35,650 + $25,200 = $164,790.
Project Manager · design firm, school district clientFee Proposal
In: “Lump sum. 2026 rate sheet per hr: Principal $210, Project Manager $175, Project Engineer $138, CAD Technician $98… T2: Principal 2, PM 10, Project Engineer 36, CAD 40”
4. FEE BY TASK
T2 30% concept | 88 hours | $11,058
Example, T2: (2 × $210) + (10 × $175) + (36 × $138) + (40 × $98) = $420 + $1,750 + $4,968 + $3,920 = $11,058.
Project Engineer · wall backfill inspection after rainSite Inspection
In: “Standing water behind wall at STA 5+00, about 2 in deep, 3 ft across. Weep holes: checked 4, 3 flowing, 1 dry at STA 4+65. No density test today.”
4. OBSERVATIONS
- O-4 Behind the wall, STA 5+00: standing water, approx. 2 in deep and approx. 3 ft across. [MISSING: how it was measured]
- O-5 Weep holes: 4 checked; 3 flowing and 1 dry. The dry one is at STA 4+65. [MISSING: stations of the other 3]
Density tests: not taken today.
