March 2, 1999 - Lawrence, Kansas...Design Strength, psi: 4000 Unit Wei ht, lb/fta: N/A Concrete Tern...

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December 11, 2013 Project # J021135.11 Mr. Mark Thiel City of Lawrence, Kansas City Hall 6 E 6th Street Lawrence, Kansas 66044 RE: Rock Chalk Park Test Dates: 12/09/13, 12/11/13 Lab #s: 13-2845, 13-2846, 13-2847 Set #s: 1, 2, 3, 4, 5 Geotechnology, Inc. Project No.: J021135.11 Dear Mr. Thiel: Please find attached the following reports for the period indicated above. Daily Field Observation Reports In-place Soil/Asphalt Compaction Test Results Concrete/Masonry Compressive Strength Test Results Please contact us if you have any questions or require more information. Sincerely, GEOTECHNOLOGY, INC. Peter F. Brull, P.E. Project Manager cc: David Cronin, City of Lawrence Kansas Steve Lashley, City of Lawrence Kansas Carol Fittell, City of Lawrence, Kansas Geotechnology File

Transcript of March 2, 1999 - Lawrence, Kansas...Design Strength, psi: 4000 Unit Wei ht, lb/fta: N/A Concrete Tern...

Page 1: March 2, 1999 - Lawrence, Kansas...Design Strength, psi: 4000 Unit Wei ht, lb/fta: N/A Concrete Tern Age da s 28 28 Hold Compressive Stren th lb/in2 6 8 550 8 40 Fracture Laboratory

December 11, 2013 Project # J021135.11

Mr. Mark Thiel

City of Lawrence, Kansas

City Hall

6 E 6th Street

Lawrence, Kansas 66044

RE: Rock Chalk Park

Test Dates: 12/09/13, 12/11/13

Lab #s: 13-2845, 13-2846, 13-2847

Set #s: 1, 2, 3, 4, 5

Geotechnology, Inc. Project No.: J021135.11

Dear Mr. Thiel:

Please find attached the following reports for the period indicated above.

Daily Field Observation Reports

In-place Soil/Asphalt Compaction Test Results

Concrete/Masonry Compressive Strength Test Results

Please contact us if you have any questions or require more information.

Sincerely,

GEOTECHNOLOGY, INC.

Peter F. Brull, P.E.

Project Manager

cc: David Cronin, City of Lawrence Kansas

Steve Lashley, City of Lawrence Kansas

Carol Fittell, City of Lawrence, Kansas

Geotechnology File

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Page 5: March 2, 1999 - Lawrence, Kansas...Design Strength, psi: 4000 Unit Wei ht, lb/fta: N/A Concrete Tern Age da s 28 28 Hold Compressive Stren th lb/in2 6 8 550 8 40 Fracture Laboratory
Page 6: March 2, 1999 - Lawrence, Kansas...Design Strength, psi: 4000 Unit Wei ht, lb/fta: N/A Concrete Tern Age da s 28 28 Hold Compressive Stren th lb/in2 6 8 550 8 40 Fracture Laboratory
Page 7: March 2, 1999 - Lawrence, Kansas...Design Strength, psi: 4000 Unit Wei ht, lb/fta: N/A Concrete Tern Age da s 28 28 Hold Compressive Stren th lb/in2 6 8 550 8 40 Fracture Laboratory
Page 8: March 2, 1999 - Lawrence, Kansas...Design Strength, psi: 4000 Unit Wei ht, lb/fta: N/A Concrete Tern Age da s 28 28 Hold Compressive Stren th lb/in2 6 8 550 8 40 Fracture Laboratory
Page 9: March 2, 1999 - Lawrence, Kansas...Design Strength, psi: 4000 Unit Wei ht, lb/fta: N/A Concrete Tern Age da s 28 28 Hold Compressive Stren th lb/in2 6 8 550 8 40 Fracture Laboratory

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TX321 Transmitter Instruction Manual1 lb (pound weight) = 0.454 kg Pressure: 1 psi (lb/in2) = 68.95 mb Volume: 1 US gallon = 3.785 litres In addition, part ordering numbers may vary.

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managers. For companies, BP is offered to stren^hen the ...

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Check list Pa = 1 N/m2 1 psi = 1 lb/in2 1 lbm = 1 pound-mass 1 lb = 1 slug·ft/s2 = 1 lbm (9.80665 m/s2) ≈ 32.2 lbm·ft/s ...

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