HomeMy WebLinkAboutCCOR 08-28-2026 798-197 to 798-199Concrete Construction Observation Report
The S.W.COLE field representative is on-site at the request of our client to provide construction materials testing and to observe and document construction activities. The Contractor has soleresponsibility for schedule, site safety, methods, completeness and quality control.
58 Norfolk Ave, Easton, MA 02375 • Tel 508 822 6934 • www.swcole.com
Project Name:Town of Yarmouth Water Resource Recovery Facility Project NO.:25-0468Location:Yarmouth MA Date:8/28/2026
Client:Wright-Pierce Client Rep:Rayssa FonteWeather:Clear 67 - 75°F S.W.COLE Rep:Alexander
Charnitsky
General Contractor:Nickerson Time Onsite:05:30 - 09:30Placement Type: Footing Wall Slab Other
Placement Location:SBR Slabs 45, 47 and 57
Concrete Placement Observations Observed Comments
Required mix used Yes 4500psi, 1 1/2", Sika 75
Concrete properly conveyed to all areas of placement Yes Pump Truck
Internal vibration / consolidation of concrete Yes Handheld vibrator
Even layering around openings and embedments Yes Concrete evenly layered and vibrated around
openings and embedments
Post placement observations (finishing, curing, etc.)Yes Concrete Manually Finished
Field Testing of Concrete performed:Yes
*CYLINDER SET NO:798-197 to 798-199 *Refer to associated concrete test report
Notes:
As requested by Wright-Pierce, S.W. COLE rep was onsite to perform concrete sampling and concrete
testing at the locations referenced above.
S.W. COLE rep Alex Charnitsky arrived onsite at approximately 9:30 AM to perform the requested
services.
S.W. COLE rep observed concrete placement during the sampling and testing activities.
Concrete Delivery Truck 81, Load 2, arrived onsite carrying approximately 11 cubic yards of 4,500-psi
concrete containing 1½-inch aggregate. Project personnel added Sika 75 admixture to the concrete prior
to placement. The contractor placed the concrete via pump truck.
Approximately 264 cubic yards of concrete were placed during this visit. Three sets of field tests were
performed on sampled concrete and yielded the following results:
Truck 81 – Load 2
Slump: 8.5 inches
Air Content: 3.5%
Concrete Temperature: 79°F
Truck 52 – Load 8
Slump: 7.5 inches
Air Content: 4.5%
Concrete Temperature: 79°F
Truck 69 – Load 19
Slump: 7.5 inches
Air Content: 3.9%
Concrete Temperature: 78°
Three sets of 6×12-inch compression test cylinders were fabricated for laboratory testing at 7, 14, and
28 days (two cylinders), along with one additional hold cylinder. Laboratory compressive strength test
Concrete Construction Observation Report
The S.W.COLE field representative is on-site at the request of our client to provide construction materials testing and to observe and document construction activities. The Contractor has soleresponsibility for schedule, site safety, methods, completeness and quality control.
58 Norfolk Ave, Easton, MA 02375 • Tel 508 822 6934 • www.swcole.com
results will be reported separately upon completion of testing.
Test results and observations were verbally reported to the onsite client representative, Rayssa Fonte,
while onsite.
S.W. COLE rep departed the site at approximately 9:30 PM after completing the requested services.
Attachments: 2 Photos Reviewed by:8/28/2026 Kaylie O'Su iv Kaylie O'Sullivan
Concrete Construction Observation Report
The S.W.COLE field representative is on-site at the request of our client to provide construction materials testing and to observe and document construction activities. The Contractor has soleresponsibility for schedule, site safety, methods, completeness and quality control.
58 Norfolk Ave, Easton, MA 02375 • Tel 508 822 6934 • www.swcole.com