HomeMy WebLinkAboutCCOR 05-28-2026 789-145Concrete 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:5/28/2026
Client:Wright-Pierce Client Rep:Rayssa FonteWeather:Clear 61 - 64°F S.W.COLE Rep:Alexander
Charnitsky
General Contractor:Nickerson Time Onsite:06:30 - 08:00Placement Type: Footing Wall Slab Other
Placement Location:SBR Wall 5
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:No
*CYLINDER SET NO:789-145 *Refer to associated concrete test report
Notes:
As requested by Rayssa (CDM Smith), an S.W.COLE rep was onsite to perform construction
observation services, including concrete sampling and testing, during concrete placement
operations at the project site.
The S.W.COLE Construction Services Technician arrived onsite at approximately 5:00 AM.
Concrete placement activities were observed during the time the S.W.COLE rep was onsite
performing sampling and testing services.
Concrete Delivery No. 1 arrived onsite consisting of approximately 11 cubic yards of 4,500‑psi
concrete with 1‑1/2‑inch aggregate. Sika 75 admixture was added prior to placement. The
concrete was placed via pump truck.
One set of field tests were performed on sampled concrete with the following results:
Truck 75 – Load 1
Slump: 8.5 inches
Air Content: 4.2 percent
Concrete Temperature: 76°F
One set of compression test cylinders was cast for laboratory testing at 7, 14, and 28 days (two
cylinders per test age), along with one hold cylinder. Laboratory compressive strength test
results will be reported separately upon completion of testing.
Test results and observations were verbally reported to Rayssa (CDM Smith) while onsite.
The S.W.COLE rep departed the site at approximately 8:00 AM after completing the requested
observation, sampling, and testing services.
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
Attachments: 2 Photos Reviewed by:5/29/2026 Kaylie OSu iv Kaylie OSullivan
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