Loading...
HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2014-1-10 "J Earth • -'' t�. 88948 Bridge Street `'`'." Engineers, Springfield, Oregon 97478 (P) 541.525.6759 Inc. CONCRETE COMPRESSIVE STRENGTH REPORT Client: E.A. White Construction Permit No.: City of Springfield: Date: January 10, 2014 Company, LLC 811-SPR2013-01715 Project: Candlewood Suites Hotel Address: 3005 Franklin Boulevard, EEI Report No.: 13-029-32 Springfield, Oregon 97477 General Contractor: E.A. White Construction Company, LLC Subcontractor: Weather: Partly Cloudy • Field Data -ASTM C172 Placement Location: Hotel interior footings at the following Sampling Location: Hotel interior footings at the following locations: stairwell in the southwest corner along gridline locations: stairwell in the southwest corner along C.7 and 10.5; along gridline G from 6 to 8.8; and along F gridline C.7 and 10.5; along gridline G from 6 to 8.8; from 10 to 12; and for the concrete slab-on-grade from and along F from 10 to 12; and concrete slab on grade gridline A to H. from gridline A to H between 4 and 5. Tested By: R. Aliperti Supplier:Knife River Delivery Ticket#: 4004096 Truck#: 240340419 Date Placed: December 13, 2013 Mix Number and Proportions: 2430NEA2M0 Batch Time: 8:54am Sample Time: 9:45am Cement(lbs.):4,255 Slump(in.): 5 Water: Batched(gal): 115 Added at jobsite(gal):--- Air Content(%): --- Fine Aggregate(lbs.): 15,280 Material Temperature @ Sampling(°F): 57 Course Aggregate(lbs): 17,970 Air Temp @ Sampling (°F):41 Admixtures: Pozz80, Polyheed, NC534, Microfibre Description of Field Curing: ASTM Field Curing Temp(°F)- High: 71 Low: 54 Date and Time Picked Up for Delivery to Lab: December 16, 2013 at 1:15pm Comments: Laboratory Data -ASTM C39 Sample Test Total Load Specimen Average Specimen Compressive EEI Lab# (days) Test Date (lbs.) Size(in.) Dia(meter Area(sq. in.) Strength(psi) 0450 1 7 12/20/13 40,705 4X8 3.99 12.50 3,260 0451 2 28 1/10/13 52,500 4X8 3.99 • 12.50 4,200 0452 3 28 1/10/13 52,625 4X8 3.99 12.50 4,210 0453 4 28 1/10/13 49,250 4X8 3.99 12.50 3,940 Average f'c at 28 days = 4,120 Set#(x of y): 1 of 1 Mix Design Strength(psi): 3,000 Specified Structural Strength(psi): 3,000 Tested By: Carlson Testing Inc. • Specimens made by EEI rep. • Specimens delivered by EEI rep. • Test results comply with project specs. ❑ Specimens made by others: ❑ Specimens delivered by others: ❑ Test results do not comply with project specs. Report Reviewed By (print name): Troy Hull Report Reviewed By (signature): �JG x2 =- Distribution List(via email unless specified otherwise): Pete White—E.A.White Construction Company—peteweawhiteconstruction.com Al Patel—Candlewood Suites Hotel—alpatel9(Wgmail.com Andrew Bremmeyer—Wedgewood Services Inc.—andyb(Wwedowoodservices.com Ryan Hardie—All Structures—ryanh(&allstructure.com Todd Singleton—City of Springfield—tsingleton(Wspringfield-or.qov Robert Castile—City of Springfield—rcastile(o�springfield-or.gov Earth 88948 Bridge Street Engineers, Springfield, Oregon 97478 (P) 541.525.6759 IBC: • CONCRETE COMPRESSIVE STRENGTH REPORT Client: E.A. White Construction Permit No.: City of Springfield: Dace: January 10, 2014 Company, LLC 811-SPR2013-01715 Project: Candlewood Suites Hotel Address: 3005 Franklin Boulevard, EEI Report No.: 13-029-29 Springfield, Oregon 97477 General Contractor: E.A. White Construction Company, LLC Subcontractor: Weather:Cloudy • Field Data -ASTM C172 Placement Location: Hotel interior footings at the following locations: for the stairwell Sampling Location: Slab-on-grade in the northeast corner along gridline P and 2.2; along J from 4 to 8; along I from from gridline M to Q from 9 to 10.7 to 12; and for the concrete slab-on-grade from gridline H to Q. 10.5 Tested By: R. Aliperti Supplier: Knife River Delivery Ticket 2 #: #: 4004090 24403 0340416 Date Placed: December 5, 2013 Mix Number and Proportions: 2430NEA2M0 . Balch Time: --- Sample Time: 12:45pm Cement(lbs.):--- Water: Slump(in.): 5 Batched(gal): --- Added at jobsite(gal):.--- Air Content(%): --- Fine Aggregate(lbs.): --- Material Temperature @ Sampling(°F): 58 Course Aggregate(lbs):--- Air Temp @ Sampling (°F): 37 Admixtures: Pozz80, Polyheed, NC534, Microfibre Description of Field Curing: ASTM Field Curing Temp(°F)- High: 71 Low: 54 Date and Time Picked Up for Delivery to Lab: December 9, 2013 at 1:15pm Comments: Concrete batch ticket was not available at the time of our test sampling. Concrete test cylinders could not be picked up from the jobsite and transported to the laboratory until December 9, 2013 due to the jobsite being closed due to inclement weather. Laboratory Data -ASTM C39 Sample Test Total Load Specimen Average Specimen Compressive EEI Lab# Age Test Date Diameter Size(in.) Area(sq.in.) Strength (psi) (in.) 0446 1 7 12/12/13 36,050 4X8 4.00 12.56 2,870 0447 2 28 1/02/13 48,125 4X8 3.99 12.50 3,850 0448 3 28 1/02/13 52,000 4X8 3.99 12.50 4,190 0449 4 28 1/02/13 51,125 4X8 3.99 12.50 4,090 Average f'c at 28 days = 4,040 Set it(x of y): 1 of 1 Mix Design Strength(psi): 3,000 Specified Structural Strength(psi): 3,000 Tested By: Carlson Testing Inc. © Specimens made by EEI rep. • Specimens delivered by EEI rep. • Test results comply with project specs. ❑ Specimens made by others: ❑ Specimens delivered by others: ❑ Test results do not comply with project specs. • Report Reviewed By (print name): Troy Hull Report Reviewed By (signature): Distribution List(via email unless specified otherwise): • Pete White—E.A.White Construction Company—petew(o�eawhiteconstruction.com Al Patel—Candlewood Suites Hotel—alpatel9(agmail.com Andrew Bremmeyer—Wedgewood Services Inc.—andvb wedgwoodservices.com Ryan Hardie—All Structures—ryanh(©allstructure.com Todd Singleton—City of Springfield—tsindleton(Wspringfield-or.qov Robert Castile—City of Springfield—rcastilece sprinofield-or.qov • Earth 88948 Bridge Street Engineers, Springfield, Oregon 97478 (P) 541.525.6759 Inc. CONCRETE COMPRESSIVE STRENGTH REPORT client: E.A. White Construction Permit No.: City of Springfield: Date: January 10, 2014 Company, LLC 811-SPR2013-01715 Project: Candlewood Suites Hotel Address: 3005 Franklin Boulevard, EEI Report No.: 13-029-26 Springfield, Oregon 97477 General Contractor: Subcontractor: Weather:Cloudy E.A. White Construction Company, LLC Field Data -ASTM C172 Placement Location: Hotel interior pad footings at gridlines G at 7.2, G at Sampling Location: Same as placement 8.2, and J at 10.8; as well as the following exterior footings and stem location walls: along gridline 12 from E.5 to F.2, F.2 from 12 to 13, 13 from F.2 to F.5, F.5 from 13 to 13.5, 13.5 from F.5 to H, H from 13 to 13.5, 13 from H to H.8, H.8 from 12 to 13, and 12 from H.8 to J.5. Delivery Ticket#: Tested By: R. Aliperti Supplier: Knife River 4004077 Truck#: 240340382 Date Placed: December 4, 2013 Mix Number and Proportions: 2430NEA2M0 Batch Time: 12:51 pm Sample Time: 1:45pm Cement(lbs.):2,575 Water: Slump(in.): 3-1/2 Batched(gal): 110 Added at jobsite(gal): --- Air Content(%): --- Fine Aggregate(lbs.): 8,930 Material Temperature @ Sampling(°F): 58 Course Aggregate(lbs): 10,940 Air Temp @ Sampling (°F): 37 Admixtures: Pozz80, Polyheed Description of Field Curing: ASTM Field Curing Temp(°F)- High: 71 Low: 54 Date and Time Picked Up for Delivery to Lab: December 5, 2013 at 4:15pm Comments: Laboratory Data -ASTM C39 • Sample Test Total Load Specimen Average Specimen Compressive EEI Lab# Age Test Date Diameter (days) (lbs.) Size(in.) (in) Area(sq. in.) Strength(psi) 0442 1 7 12/11/13 44,210 4X8 4.00 12.56 3,520 0443 2 29 1/02/13 65,880 4X8 3.99 12.50. 5,270 0444 3 29 1/02/13 63,880 4X8 3.99 12.50 5,110 0445 4 29 1/02/13 65,000 4X8 3.99 12.50 5,200 Average Pc at 28 days = 5,190 Set#(x of y): 1 of 1 Mix Design Strength(psi): 3,000 Specified Structural Strength(psi): 3,000 Tested By: Carlson Testing Inc. • Specimens made by EEI rep. • Specimens delivered by EEI rep. • Test results comply with project specs. ❑ Specimens made by others: ❑ Specimens delivered by others: ❑ Test results do not comply with project specs. Report Reviewed By (print name): Troy Hull Report Reviewed By (signature): • Distribution List(via email unless specified otherwise): Pete White—E.A. White Construction Company—petew(Weawhiteconstruction.com Al Patel—Candlewood Suites Hotel—alpatel9(agmail.com Andrew Bremmeyer—Wedgewood Services Inc.—andvbAwedgwoodservices.com Ryan Hardie—All Structures—rvanh(o�allstructure.com Todd Singleton—City of Springfield—tsingleton©springfield-or.qov Robert Castile—City of Springfield—rcastile(aspringfield-or.qov Earth Engineers, 88948 Bridge Street Springfield, Oregon 97478 Inc. (P) 541.525.6759 CONCRETE COMPRESSIVE STRENGTH REPORT Client E.A. White Construction Permit No.: City of Springfield: Date: January 10, 2014 Company, LLC 811-SPR2013-01715 Project: Candlewood Suites Hotel Address: 3005 Franklin Boulevard, EEI Report No.: 13-029-23 Springfield, Oregon 97477 General Contractor: Subcontractor: Weather: Partly Cloudy E.A. White Construction Company, LLC Field Data -ASTM C172 Placement Location:Hotel interior footings except at the following locations: stairwell in the southwest corner along gridline C.7 Sampling Location: Hotel interior footings on gridline and 10.5, stairwell in the northeast corner along gridline P and 3 from N to 0; 7 from N to 0; 9 from N to 0; P 2.2, along gridline G from 6 to 8.8, along J from 4 to 8, along F from 10 to 12; and N from 3 to 9 • from 10 to 12, and alon. I from 10.7 to 12 Tested By: R. Aliperti Supplier: Knife River Delivery Ticket#: 4025908 Truck#: 240340554 Date Placed: November 27, 2013 Mix Number and Proportions: 2430NEA2M0 Batch Time: 12:15pm Sample Time: 12:55pm Cement(lbs.):4,580 Water: Slump(in.): 5 Batched(gal): 126 Added at jobsite(gal): --- Air Content(%): --- Fine Aggregate(lbs.): 16,560 Material Temperature @ Sampling(°F): 53 Course Aggregate(lbs): 19,640 Air Temp @ Sampling (°F):49 Admixtures: Pozz80, Polyheed Description of Field Curing: ASTM , Field Curing Temp(°F)- High: 60 Low: 51 Date and Time Picked Up for Delivery to Lab: November 29, 2013 at 1:30pm Comments: Laboratory Data -ASTM C39 Sample Test Total Load Specimen Average Specimen Compressive EEI Lab# Age Test Date Diameter # (days) (lbs.) Size(in.) lin) Area(sq.in.) Strength(psi) 0437 1 7 12/04/13 33,160 4X8 4.00 12.56 2,640 0438 2 29 12/26/13 54,125 4X8 3.99 12.50 4,330 0439 3 29 12/26/13 56,500 4X8 3.99 12.50 4,520 0440 4 29 12/26/13 58,750 4X8 3.99 12.50 4,700 Average f'c at 28 days = I 4,520 Set#(x of y): 1 Of 1 Mix Design Strength(psi): 3,000 Specified Structural Strength(psi): 3,000 Tested By: Carlson Testing Inc. . m Specimens made by EEI rep. • Specimens delivered by EEI rep. • Test results comply with project specs. ❑ Specimens made by others: ❑ Specimens delivered by others: ❑ Test results do not comply with project specs Report Reviewed By (print name): Troy Hull Report Reviewed By (signature): -_ C) f—3"--.'gyp, Distribution List(via email unless specified otherwise): . Pete White–E.A. White Construction Company–petewcS eawhiteconstruction.com Al Patel–Candlewood Suites Hotel–alpatel9(atgmail.com Andrew Bremmeyer–Wedgewood Services Inc.–andybewedgwoodservices.com Ryan Hardie–All Structures–rvanheallstructure.com Todd Singleton–City of Springfield–tsingleton(a.springfield-or.gov Robert Castile–City of Springfield–rcastileespringfield-or.goy • • Earth 88948 Bridge Street • Engineers, Springfield, Oregon 97478 aq'e Phone 541.525.6759 Inc. Fax 541.896.3070 CONCRETE COMPRESSIVE STRENGTH REPORT • Client: E.A. White Construction Permit No.: City of Springfield: Date: December 2, 2013 Company, LLC 811-SPR2013-01715 Project: Candlewood Suites Hotel Address: 3005 Franklin Boulevard, EEI Report No.: 13-029-17 Springfield, Oregon 97477 General Contractor: Subcontractor: Weather: Clear E.A. White Construction Company, LLC • Field Data -ASTM C172 • Placement Location: All hotel and elevator stemwalls except Sampling Location: Footing addition along gridline 10 between gridlines F and J from 12 to 13. . from A to B, elevator stemwalls, and hotel stemwalls from gridline J to Q on 11 and 12, and • on gridline 0 from 1 to 12 Tested By: R. Aliperti Supplier: Knife River Delivery Ticket#: 4025420 Truck#: 240340395 Date Placed: October 24, 2013 Mix Number and Proportions: 2430NEA2M0 Batch Time: --- Sample Time: 1:15pm Cement(lbs.):--- Water: Slump(in.): 5 Batched(gal): --- Added at jobsite(gal): --- Air Content(%): --- Fine Aggregate(lbs.): --- Material Temperature @ Sampling(°F): 65 Course Aggregate(lbs): --- Air Temp @ Sampling (°F): 62 Admixtures: Pozz80, Polyheed Description of Field Curing: ASTM Field Curing Temp(°F)- High: 71 Low: 62 Date and Time Picked Up for Delivery to Lab: October 25, 2013 at 3:00pm comments: Batch ticket was not available at the time of sampling j Laboratory Data - ASTM C39 Sample Test Total Load Specimen Average Specimen Compressive Lab# Age Test Date Diameter (days) (lbs.) Size(in.) (in) Area(sq. in.) Strength(psi) 0433 1 7 10/31/13 40,600 4X8 3.99 12.50 3,250 0434 2 28 11/21/13 60,715 4X8 3.98 12.43 4,880 0435 3 28 11/21/13 65,210 4X8 3.98 12.43 5,250 0436 4 28 11/21/13 59,430 4X8 3.98 12.43 4,780 Average f'c at 28 days = 4,970 Set#(x of y): 1 of 1 Mix Design Strength (psi): 3,000 Specified Structural Strength(psi): 3,000 ,rested By: Carlson Testing Inc. '• Specimens made by EEI rep. • Specimens delivered by EEI rep. • Test results comply with project specs. �`lrl7 Specimens made by others: ❑ Specimens delivered by others: 0 Test results do not comply with project specs Report Reviewed By (print name): Troy Hull • Report Reviewed By (signature): -- • Distribution List (via email unless specified otherwise): Pete White—E.A.White Construction Company—petew(a�eawhiteconstruction.com • Al Patel—Candlewood Suites Hotel—alpatel9@gmail.com Andrew Bremmeyer—Wedgewood Services Inc.—andvb(a)wedgwoodservices.com Ryan Hardie—All Structures—rvanh @allstructure.com Todd Singleton—City of Springfield—tsingleton@springfield-or.gov Robert Castile—City of Springfield—rcastile(a Springfield-or.gov .