HomeMy WebLinkAbout74-23-0126 - Seasons South Yarmouth - Colbea - Concrete Field Report 11.30.23195 Frances Avenue Client Information Cranston, Rhode Island 02910 Coldmasters Temperature Control Phone: 401-467-6454 66 Whipple Street Fax: 401-467-2398 Providence, Rhode Island 02908 cts.thielsch.com tgrillo@coldmasters.com Note: Thielsch Engineering personnel are present on-site to observe certain operations of the contractor and to record and report certain data related to those operations to our client. Neither the presence nor the activities of our personnel shall relieve any contractor from its obligation to meet contractual requirements. Further, the contractor retains sole responsibility for site safety and the methods, operations, and sequences of construction. Field services were conducted in general accordance with associated AASHTO, ACI, ASTM, and DOT specifications. Concrete Specifications: Mix ID 4000D611NA Slump (in) 4-7 Air Content (%) 0-3 Conc. Temp (°F) < 90 Unit Weight (pcf) N/A Concrete Mix Design: 4000 psi High Range Water Reducer, No Air Reference Drawing(s): Foundation Plan Sheet S1.0 Concrete Contractor: S & S Concrete forms, Incorporated Concrete Supplier: Cape Cod Ready Mix Inc. Placement Type: Slab on deck Placement Location: See Field Sketch Subgrade Review: Subgrade review was not performed on this day. Concrete Field Report Project Name: Seasons Corner Market – South Yarmouth Service Date: November 30th, 2023 Project No.: CTS 74-23-0126 Technician(s): Matthew LaForge Report ID: 74-23-0126_Concrete Daily Report_11_30_2023 Services Requested By: Coldmasters Temperature Control Site Contact: Matt Andrews | Byron DevComm Inc. Site Contractor: Bryon DevComm Inc. Location: 473 Station Avenue, South Yarmouth, MA 02664 Scope of Work: Perform on-site concrete and rebar observations, concrete testing, and concrete sample fabrication. Weather: Mostly Clear, 32°F
195 Frances Avenue Client Information Cranston, Rhode Island 02910 Coldmasters Temperature Control Phone: 401-467-6454 66 Whipple Street Fax: 401-467-2398 Providence, Rhode Island 02908 cts.thielsch.com tgrillo@coldmasters.com Note: Thielsch Engineering personnel are present on-site to observe certain operations of the contractor and to record and report certain data related to those operations to our client. Neither the presence nor the activities of our personnel shall relieve any contractor from its obligation to meet contractual requirements. Further, the contractor retains sole responsibility for site safety and the methods, operations, and sequences of construction. Field services were conducted in general accordance with associated AASHTO, ACI, ASTM, and DOT specifications. Concrete Field Report (Continued) Reinforcing Steel Review: Reinforcing steel appeared to be firm and stable. Formwork Review: Out of TEI’s scope of work. Method of Placement: Chute Method of Consolidation: Hand Tools, vibrator Tests Performed: Concrete was tested for slump, % air content, concrete temperature, and ambient air temperature compliance. All tests within spec. Test Specimens Cast: Cast One (1) set of four (4) 4” X 8” cylinders for laboratory compressive strength testing. Laboratory cylinders were stored on-site, in an insulated cooler. Sample Numbers: 23L A - D Weather Protection: No weather protection was observed prior to TEI departure. Comments: Matt Andrews of Byron Devcomm was notified of all results before departure from site. Attachments: 11-30-23 Concrete Compressive Strength Laboratory Report 11-30-23 Concrete Field Sketch Observed By: Matthew LaForge Field Technician Reviewed By: Matthew Noone Project Manager
Comp. Strength:psi@daysMix ID:Mix Supplier:44Mix Comments:YDSSample Location:Unit Weight Specification (pcf):Results Within Specification Limits:Laboratory SupervisorUnless stated in the comments, testing was per ASTM as follows: Slump C143-15, Unit Weight C138-14, Air Content C231-14, Sampling C172-14a, Concrete Temperature C1064-12, Fabrication C31-12, Curing/Density/Measurements C39-15A, Unbonded Caps C1231-14.
Result:Int. Curing Method:Curing BoxTested By: Title:Title:Laboratory TechnicianN/AArrival Time:7:30 AMResult:Slump Specification (in):Truck Number:4 to 76.52.3Storage Location:10180834Water Added (gal):Ticket Number:Result:61°FConc. Temp Specification (°F):N/AResult:Client Information:Coldmasters Temperature Control66 Whipple StreetProvidence, RI 02908tgrillo@coldmasters.comConcrete Material InformationSample Information11195 Frances AvenueCranston, Rhode Island 02910Phone: 401-467-6454Fax: 401-467-2398cts.thielsch.com28CTS74-23-0126Sample Interval:4000D8:05 AMDischarge End Time:Batch Time:111/30/2023Project Address:Samples Made:1Mostly Clear, 32°F6:46 AM7:45 AM140004000 3/4 HRWR, no airWeather:Sample Time:Seasons Corner Market - South YarmouthTEI Project No.:473 Station Avenue South Yarmouth, MALoad Number:Accum. Yds:Date of Service:Project:23L30 A-CPlacement Total (Yds):Set Number:4Lab Login #:PER50Cape Cod Ready Mix Inc.On siteFabricated By:end of truck chute66Air Content Specification (%):Matthew LaForgeCol. Lines/Stations:Placement Type:Slab on DeckCompressive Strength Test Results (ASTM C39)23L30 A23L30 BSample #Lab MaximumReceivedAge(in / sq in.)Load90>4-7TypeofBreak*CompressiveStrength5100(psi)23L30 C23L30 DDate:Date:Results Outside Specification Limits:Reviewed By:Andrew Vanasse28 Day Average Concrete Compressive Strength (psi):11/30/2023.11/30/2023Patrick SullivanDate(day)Dia.Test Date56Cylinder Avg. DimensionsAreaLength(lbs)728Concrete Compressive Strength Laboratory Report0
195 Frances Avenue Client Information: Site Plan: Foundation Plan Sheet S1.0 Cranston, Rhode Island 02910 Coldmasters Temperature Control Project No.: CTS 74-23-0126 Phone: 401-467-6454 66 Whipple Street Report No.: 11-30-23 FS Fax: 401-467-2398 Providence, Rhode Island 02908 Technician: Matthew LaForge cts.thielsch.com tgrillo@coldmasters.com Service Date: November 30th, 2023 2 Approximate location of where sample was taken.