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EXCAVATION DAILY LOG
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LOG CONTROL
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Daily Log Number
EXC2601-20260806-DAY-PAD-A-001-R00Revision0Log StatusDraftLog Date08/06/2026
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ShiftDayShift Start7:00 AMShift End3:30 PMForemanExample Foreman
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PROJECT AND CREW INFORMATION
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Company Name
Example Excavation ContractorProject NameExample Excavation Project
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Project Number
EXC-2601CustomerExample Customer
Work Area / Zone / Phase
Building Pad A / East / Phase 1
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Project Address
300 Example Site Road
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Competent Person
Example Competent Person
Superintendent
Example SuperintendentPrepared ByExample Foreman
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WEATHER AND SITE CONDITIONS
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Weather AM / PM
Clear / Clear
Temperature / Wind
68°F / 81°F / 8 mph
Ground / Groundwater
Dry / Localized Water
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Access / Haul / Trench Conditions
Access open; haul roads maintained; trench conditions stable.
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Weather Delay Hours
0Weather NotesNo weather delay. Localized seepage managed with sump pumping.
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WORK PERFORMED AND PRODUCTION
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Activity
Excavation Type
Work AreaQtyBasisUnitLabor HrsEquip HrsBank CYTrench LFTruck LoadsNotes
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EQUIPMENT, SHORING, DEWATERING, AND TRUCKING
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Equipment / Downtime / Fuel
Excavator EQ-EX-01: 7.0 operating hours, 0.5 downtime, 115 gallons fuel.
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Shoring / Competent-Person Inspection
North utility trench protected by sloped excavation; competent-person inspection accepted.
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Dewatering / Pumping / Discharge
Pump P-01 operated 8 hours with approved discharge to sediment basin.
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SAFETY, TESTING, DELAYS, AND NEXT-DAY PLAN
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Safety / Testing / Corrective Actions
Safety meeting, pre-task plan, JHA, equipment inspections, and utility-locate review completed.
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Delays / Extra Work / Change Orders
Localized seepage caused 0.5 hour delay. No change order required.
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Planned Work for Next Day
Continue mass excavation and begin utility trench in the north corridor.
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ACKNOWLEDGMENTS
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Foreman Acknowledgment
Competent Person
Superintendent
Reviewer
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Approval Date
Customer Acknowledgment
Final Site WalkAttachments
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