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ST9605-LR 980310
GEOTECHNICAL AND ~ ~ I~ I I F~ ENVI~ONP1ENtAi CONSULTANTS REPORT OF FIELD DENSITY TESTS Northpointe Drive Highway 121 to Northpointe Drive Coppell, Texas REPORTED TO: Emerson Partners, Inc REPORT NO. 3 10005 Technology Boulevard, West REPORT DATE: 03-10-98 Suite 151 REG PROJECT NO. 4043 Dallas, Texas 75220 TECHNICIAN: S. Hope A-FTN: Mr. Jim McEIroy PAGE: I of 1 CONTRACTOR: North Texas Contracting, Inc. & trace mestone part c es J 16 02-02-98 San. Line A: STA 6+40 4.0 92.8 24.8 1 96.1 17 San. Line A: STA 6+45 3.0 92.0 23.4 1 95.3 18 San. Lateral A6: STA 0+20 2.0 93.5 22.5 1 96.9 19 San. Lateral A6: STA 0+15 1.0 91.8 24.0 1 95.1 20 San. Lateral A6: STA 0+10 0.5 92.2 22.8 1 95.5 21 02-03-98 12" Waterline: STA 1+20 4.0 93.9 24.0 1 97.3 22 12" Waterline: STA 1+30 3.3 93.0 23.1 1 96.4 23 12" Waterline: STA 1 +50 2.5 92.0 22.5 1 95.3 24 12" Waterline: STA 1+55 1.8 92.5 22.5 1 95.9 25 12" Waterline Lateral: 30'S(1) 1.0 91.8 23.0 1 95.1 26 12" Waterline:Laterah 25'S(1) 1.8 91.8 22.4 1 95.1 27 12" Waterline Lateral: 35'S(1 ) 2.5 92.5 22.8 1 95.9 28 12" Waterline Lateral: 45'S(1) 3.3 92.3 23.3 1 95.6 29 12" Waterline Lateral: 40'S(1) 4.0 91.8 22.0 1 95.1 30 12" Waterline: STA 2+60 0.8 92.0 23.9 1 95.3 31 12" Waterline: STA 2+90 1.5 93.4 22.5 1 96.8 32 12" Waterline: STA 3+00 2.3 94.0 22.2 1 97.4 33 12" Waterline: STA 3+20 3.0 93.8 22.7 1 97.2 34 12" Waterline: STA 3+40 3.8 94.3 22.8 1 97.7 35 02-04-98 12" Waterline: STA3+80 4.0 92.5 24.3 1 95.9 36 12" Waterline: STA 4+00 3.0 93.3 24.1 1 96.7 37 12" Waterline: STA 4+20 2.0 93.5 24.5 1 96.9 38 12" Waterline: STA 4+40 1.0 94.1 24.4 1 97.5 39 12" Waterline: STA 4+50 1.0 94.5 23.9 1 97.9 40 12" Waterline Lateral: 30'S(2) 4.0 93.0 25.8 1 96.4 41 12" Waterline Lateral: 35'S(2) 3.0 92.9 24.7 1 96.3 42 12" Waterline Lateral: 50'S(2) 2.0 93.3 24.9 1 96~7 43 12" Waterline Lateral: 15'N(2) 1.0 94.0 25.0 1 97,4 24;24 STUTZ DP,. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 3 REPORT DATE: 03-10-98 REG PROJECT NO. 4043 PAGE: 2 of 2 44 02-04-98 12" Waterline Lateral: 20'N(2) 1.0 92.7 24.8 1 96.0 45 02-05-98 12"Waterline: STA6+00 1.0 93.0 24.7 1 96.3 46 12" Waterline: STA 6+20 0.5 93.5 24.0 1 96.9 47 12" Waterline: STA 7+00 4.5 93.0 23.9 1 96.4 48 12" Waterline: STA 7+10 3.8 94.0 23.2 1 97.4 49 12" Waterline: STA 7+15 3.0 92.9 23.9 1 96.3 50 12" Waterline: STA 5+00 5.0 92.5 23.1 1 95.9 51 12" Waterline: STA 5+20 4.0 93.3 23.8 1 96.7 52 12" Waterline: STA 5+40 3.8 93.5 23.0 1 96.9 53 12" Waterline: STA 5+50 2.5 92.8 23.6 1 96.2 54 12" Waterline: STA 5+75 1.8 95.3 23.1 1 98.8 55 12" Waterline: STA 6+90 2.3 95.0 23.5 1 98.4 56 12" Waterline: STA 6+95 1.5 94.3 23.5 1 97.7 57 12" Waterline: STA 7+20 0.8 94.1 23.2 1 97.5 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from water line station 1+66. (2) Measurements referenced from water line station 3+61. Distribution: (1) Emerson Partners, Inc./ Submitted by: Mr. Jim McEIroy (1) Rust, Inc./Mr. Andre P. Taylor REED ENGINEERING GROUP, INC. (1) North Texas Contracting, Inc. Mr. Robert Farrow Original Signed By (1) City of Coppell/Mr. Larry Davis Ronald F. Reed, P.E. KEA/rls