ABC Contractors
Sample Report — Civil / Sitework

Construction Daily Report

See exactly how our daily reports capture every detail of your civil construction project — from personnel and equipment logs to safety incidents, material deliveries, and delay documentation.

Personnel

9 crew

92.5 hrs total

Equipment

8 units

72.5 hrs total

Materials

4 deliveries

All tracked

Safety

1 near miss

0 recordable

Report Information

Project

GA-400 Interchange Reconstruction — Phase II

Project #

GDOT-2026-0412

Date

Thursday, May 7, 2026

Status

Final

Location

Dawsonville, GA — Mile Marker 14.2 to 16.8

Owner/Client

Georgia Department of Transportation

Prepared By

Alex Thorne

Superintendent

Mike Callahan

Project Manager

Lindsay O'Connor

Shift

6:00 AM - 5:30 PM

Weather

Partly Cloudy

Temp

84°F / 62°F

Personnel Log
9 entries · 92.5 hrs

NameCompanyPositionStartEndHoursWork AreaNotes
Mike CallahanABC ContractorsForeman6:0017:3011Mass Excavation — NB
James RodriguezABC ContractorsOperator6:0017:3011Mass Excavation — NBCAT 349 Excavator
Derek WashingtonABC ContractorsOperator6:0017:0010.5GAB Placement — SBCAT D6 Dozer
Travis MillerABC ContractorsOperator6:0017:3011Storm DrainCAT 330 Excavator
Bobby ThompsonABC ContractorsLaborer6:0017:0010.5Storm DrainPipe laying / bedding
Chris HawkinsABC ContractorsLaborer6:0017:0010.5GAB Placement — SBGrade checker
Antonio DavisABC ContractorsOperator6:0017:3011GAB Placement — SBVibratory roller
Jason CarterABC ContractorsLaborer6:0015:309Retaining Wall W-4Form stripping
Marcus LeeABC ContractorsMechanic6:0014:308Equipment YardRepaired hyd. hose on 349
Totals92.5

Equipment Log
8 entries · 72.5 hrs

TypeIDCompanyOperatorHoursIdleLocationConditionNotes
ExcavatorCAT 349-1122ABC ContractorsJ. Rodriguez10.50.5NB ExcavationGood
ExcavatorCAT 330-0897ABC ContractorsT. Miller101Storm DrainGood
DozerCAT D6-0563ABC ContractorsD. Washington100.5SB GAB PlacementGood
Vib. RollerBOMAG 213-044ABC ContractorsA. Davis92SB GAB PlacementGoodPassed density on all lifts
Articulated TruckCAT 740-0331ABC ContractorsHired10.50.5NB Excavation → DisposalGood
Articulated TruckCAT 740-0332ABC ContractorsHired10.50.5NB Excavation → DisposalGood
Concrete PumpSCHWING S42-RGA Concrete PumpingGCP Operator40Wall W-4GoodRental — mobilized at 10AM
Water TruckKW-4000GABC ContractorsHired81Haul Road / GABGoodDust control & compaction

Subcontractors
2 companies

Company# EmployeesTotal HoursEquipmentWork Narrative
Southern Concrete Services5452Poured 22 CY Class A concrete for Wall W-4 Panel 3. Pump truck arrived at 10:00 AM — pour complete by 1:30 PM. Began vibrating and finishing immediately.
Precision Land Surveying2161Staked proposed curb line at Phase II median crossover Sta. 151+00. Provided cut sheets for tomorrow's grading at Bridge #3 approach.

Safety Incidents
1 incident

Incident #1
Near Miss
Time: 10:45 AM
Location: Storm drain trench — Sta. 143+50
Involved: B. Thompson
Description:

Trench wall showed minor sloughing on west side during pipe installation. Work stopped immediately, crew evacuated trench. Trench box repositioned and soil benched back before resuming work. No injuries.

Notified:
GC
Owner

Visitors
3 visitors

GC
Robert Harris — Senior PM
Weekly site walk with superintendent. Reviewed Wall W-4 progress and GAB placement operations. Discussed upcoming Phase II median crossover schedule. No issues raised — approved current production rate.
Inspection Staff
David Chen — GDOT Resident Engineer
Performed proof roll observation at Bridge #3 south approach slab area. Passed with no deflection. Also reviewed storm drain pipe bedding per Section 550 specs. All work accepted.
Other Official Visitors
Angela Torres — Dawson County Environmental
Routine erosion control inspection. Noted minor silt fence damage along west perimeter from wind — scheduled for repair tomorrow. No NOV issued.

Field Directed Changes
2 directives

EOR
Mark Patel, P.E. — Gresham Smith
Directed 2-foot shift of storm drain alignment at Sta. 145+00 to 145+50 to avoid AT&T fiber conduit discovered today. Verbal authorization given pending formal RFI response. No change to pipe size or grade.
Inspection Staff
David Chen — GDOT RE
Approved substitution of #57 stone for #67 stone as pipe bedding material at MH-12 due to supplier availability. Material meets Section 800 gradation requirements.

Material Received
4 deliveries

MaterialQtyUnitSupplierTicket #Received ByStorageSubmittalPO QtyNotes
GAB — Graded Aggregate Base1,800CYVulcan Materials — GainesvilleVM-44821C. HawkinsDirect place — SB lanesCompliantMatch12 loads delivered
36" RCP Storm Drain Pipe480LFRinker MaterialsRM-10234B. ThompsonStaged at MH-12CompliantMatchClass III pipe per spec
#57 Stone — Pipe Bedding320TonsMartin Marietta — KennesawMM-67109B. ThompsonDirect place — trenchCompliantVariance

PO was for 350 tons, only 320 delivered. Remaining 30 tons scheduled for tomorrow.

Class A Concrete (3500 psi)22CYThomas Concrete — CummingTC-88412M. CallahanDirect pour — Wall W-4CompliantMatchSlump: 4.5", Air: 5.8%, Temp: 72°F

Work Performed

• Continued mass excavation at Sta. 142+00 to 148+50 NB lanes — removed approximately 2,400 CY of unsuitable material and hauled to approved disposal site off SR-9. • Placed and compacted 1,800 CY of GAB (Graded Aggregate Base) at Sta. 136+00 to 140+00 SB acceleration lane per GDOT Section 310 specifications. • Installed 480 LF of 36" RCP storm drain from Structure #12 (MH-12) to outfall at Sta. 144+25. Pipe bedded on #57 stone per detail 1/S-12. • Fine graded subgrade at Bridge #3 south approach slab area — passed proof roll with no deflection. • Concrete crew poured 22 CY of Class A concrete for retaining wall stem (Wall W-4, Panel 3 of 8). Forms stripped from Panel 2 — no honeycombing observed. • Survey crew staked proposed curb line for Phase II median crossover at Sta. 151+00.

Detailed Weather

Morning

Clear skies

Temp: 64°F

Wind: Calm, 2 mph NW

Midday

Partly cloudy, light breeze

Temp: 79°F

Wind: 8 mph SW

Afternoon

Building cumulus, no precipitation

Temp: 84°F

Wind: 12 mph SW gusting 18

Weather Impact

No weather-related delays or impacts today.

Delays / Impacts (1)

Utility Conflict
11:15 AM - 1:30 PM

Unmarked AT&T fiber optic conduit encountered at Sta. 145+20 during excavation at -4.5' depth. Work halted in 50' zone pending utility locate.

Crew: Excavation crew (3 men)Responsible: AT&T / GDOT
Cost: Yes
Schedule: No
CO: Yes
Notice: Yes

AT&T emergency locate crew arrived at 12:45 PM and marked conduit. Excavation resumed at 1:30 PM with hand digging in 10' zone each side of conduit. GDOT RE notified and RFI submitted for potential alignment shift. Crew reassigned to GAB operations during downtime.

Tomorrow's Plan

• Continue GAB placement SB lanes Sta. 140+00 to 144+00 (est. 2,200 CY). • Begin backfill operations at Wall W-4 Panel 2 with select fill material. • Resume 36" RCP installation from MH-12 heading north — target 300 LF. • GDOT inspector to perform density testing on GAB placed today. • Concrete pour scheduled for Wall W-4 Panel 4 (24 CY Class A) — pumper truck confirmed. • Erosion control crew to repair silt fence along west perimeter after yesterday's wind damage.

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