Loading...
SC-Coppell MSW-LR020729 (2)FUGRO SOUTH, INC. =t ��' 1 2880 Virgo Lane; Dallas, Texas 75229 Ph(972)484 -8301; Fax(972)620 -7328 FIELD DENSITY REPORT CLIENT: Coppell ISD, c/o K A Sparks Report Date: July 29, 2002 PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701 -2192 DATE PERFORMED: July 20, 2002 Density Test Method: ASTM D -2922 & 3017 Method of Compaction: ASTM D -698 MOISTURE /DENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density (pcf) Optimum Moisture ( %) 1 Dark brown sandy silty clay with gravel (lime 117.4 11.4 treated) TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 32 1 1201 Wrangler Bus Drop area, 30 feet 112.9 12.1 96.2 East & 40 feet South of parking area, final lift 33 1 1201 Wrangler Bus Drop area, 50 feet 115.4 11.8 98.3 East & 30 feet South of roadway, final lift 34 1 Teacher's parking area, 10 feet South & 111.6 12.0 95.1 70 feet East, final lift 35 1 Teacher's parking area, 40 feet South & 115.9 12.3 98.7 60 feet East, final lift Remarks: All densities meet project specifications unless otherwise noted. Thomas Cranford Fugro South Technician FUGRO SOUTH INC. Reviewed By: T) - SMH /nl Distribution: K A Sparks Contractors Inc. — Jim Schooler K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228) City of Coppell - Lee Stone City of Coppell - Garreth Campbell Coppell ISD - Mickey Harper SHW Group — Mike Elmore SHW Group — Dale Lilljedahl FUGRO SOUTH, INC. ORD :1 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 LIME STABILIZED SOIL PULVERIZATION REPORT CLIENT: Coppell ISD, c/o K A Sparks REPORT DATE: July 29, 2002 PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO: 0701 -2192 DATE PERFORMED: July 19, 2002 Contractors on Site: B.R.J. Paving & C.M.S. West Remarks: Pulverization /Gradation tests were performed. Locations and results are listed below: LIME STABILIZED SOIL PULVERIZATION TEST RESULTS Percent Percent Location Passing 1 3/4" Passing #4 Sieve I ' I Sieve 1 Wrangler Circle, station # 8002 100 66 2 Wranger Circle, station # 8002 100 70 Project Requirements: ( 2) Minimum 100% Minimum 60% At roadway moisture condition. ( 2) Item 4.6 of Standard Specifications for Public Works Construction of North Central Texas Council of Governments, 1993 Edition. Thomas Lampitt Fugro South Technician FUGRO SOUTH, INC. Reviewed By: ' f SMH/ nl Distribution: K A Sparks Contractors Inc. — Jim Schooler K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228) City of Coppell - Lee Stone City of Coppell - Garreth Campbell Coppell ISD - Mickey Harper SHW Group — Mike Elmore SHW Group — Dale Lilljedahl