Loading...
Vistas of C P3-LR 990323 (2)FUGRO SOUTH, INC. ORO 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 LIME STABILIZED SOIL PULVERIZATION REPORT CLIENT: Centex Homes PROJECT: Vistas of Coppell 3, Coppell, Texas REPORT DATE: March 23, 1999 PROJECT NO: 0781 -2276 DATE PERFORMED: March 16, 1999 Contractors on Site: Gilco Contracting Remarks: Pulverization /Gradation tests were performed. Locations and results are listed below: LIME STABILIZED SOI Location 1 Springhill Drive, station 4 +50 2 Springhill Drive, station 7 +50 3 Alley C and B, station 3 +00 Project Requirements: L PULVERIZATION TE% Percent Passing 1 3/4" Sieve 100 100 100 Minimum 100% ;T RESULTS Percent Passing #4 Sieve 61 60 63 Minimum 60% SPECIFICATIONS: SDHPT Item 260.4 (1972) #4 Sieve SDHPT Item 260.4 (1982)3/4" Sieve Jose Rivera Fugro South Technician FUGRO SOUTH, INC. Reviewed By: SMH /mv Distribution: Centex Homes - Robert Poole City of Coppell - Larry Davis Gilco Contracting FUGRO SOUTH, INC. r - � 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 MOISTURE /DENSITY RELATIONSHIP OF SOILS CLIENT: Centex Homes PROJECT Vistas of Coppell 3, Coppell, Texas REPORT DATE March 23, 1999 PROJECT NO: 0781 -2276 SAMPLE DATE: March 16, 1999 METHOD OF TEST: ASTM D -698A SAMPLE IDENTIFICATION: Sample Description: Sample Origin: MOISTURE /DENSITY: Preparation Procedure: Rammer Description: Maximum Dry Density: (lbs /cu ft) Optimum Moisture Content ( %): GRAIN SIZE: Percent Passing ( -200) Sieve: Jose Rivera Fugro South Technician Meduim brown sandy clay (lime treated) On site Moist Mechanical 103.3 19.3 n/a FUGRO SOUTH INC. Reviewed by: 3�� SMH /mv Distribution: Centex Homes - Robert Poole City of Coppell - Larry Davis Gilco Contracting FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484 -8301; Fax (972) 620 -7328 LIME STABILIZED SOIL PULVERIZATION REPORT CLIENT: Centex Homes PROJECT: Vistas of Coppell 3, Coppell, Texas REPORT DATE: March 23, 1999 PROJECT NO: 0781 -2276 DATE PERFORMED: March 17, 1999 Contractors on Site: Gilco Contracting Remarks: Pulverization /Gradation tests were performed. Locations and results are listed below: LIME STABILIZED SOIL PULVERIZATION TEST RESULTS SPECIFICATIONS: SDHPT Item 260.4 (1972) #4 Sieve SDHPT Item 260.4 (1982)3/4" Sieve Jay Dykstra Fugro South Technician FUGRO SOUTH, INC. Reviewed By: SMH /mv Distribution: Centex Homes - Robert Poole City of Coppell - Larry Davis Gilco Contracting Percent Passing Percent Passing Location 1 3/4" Sieve #4 Sieve 1 Alley A, station 11 +02.07 100 68 2 Lindsie Drive, station 3 +20 100 75 3 Lindsie Drive, station 7 +25 100 70 4 Lindsie Drive, station 10 +00 100 78 5 Lindsie Drive, station 13 +00 100 65 6 Park Highland Drive, station 3 +00 100 73 7 Park Highland Drive, station 6 +98 100 67 Project Requirements: Minimum 100% Minimum 60% SPECIFICATIONS: SDHPT Item 260.4 (1972) #4 Sieve SDHPT Item 260.4 (1982)3/4" Sieve Jay Dykstra Fugro South Technician FUGRO SOUTH, INC. Reviewed By: SMH /mv Distribution: Centex Homes - Robert Poole City of Coppell - Larry Davis Gilco Contracting FUGRO SOUTH, INC. A m 2880 Virgo Lane; Dailas, Texas 75229 Ph (972) 484 -8301: Fax (972) 620 -7328 MOISTURE /DENSITY RELATIONSHIP OF SOILS CLIENT: Centex Homes PROJECT: Vistas of Coppell 3, Coppell, Texas METHOD OF TEST: SAMPLE IDENTIFICATION: Sample Description: Sample Origin: MOISTURE /DENSITY: Preparation Procedure: Rammer Description: Maximum Dry Density: (lbs /cu ft) Optimum Moisture Content ( %): REPORT DATE: March 23, 1999 PROJECT NO: 0781 -2276 DATE: March 17, 1 ASTM D -698A Dark brown clay (lime treated) Streets Moist Mechanical 97.6 23.3 ATTERBERG LIMITS: Liquid Limit: Plastic Limit: Plasticity Index: GRAIN SIZE: Percent Passing ( -200) Sieve: n/a Jay Dykstra Fugro South Technician FUGRO SOUTH INC. Reviewed by*- /• SMH /mv Distribution: Centex Homes - Robert Poole City of Coppell - Larry Davis Gilco Contracting