Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Coppell Comm 1R3-LR040624
GEOTECHNICALAND ~ ~ I~ I I I~ ENVIRON~IENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Royal Park Freeport Parkway and Burns Street Coppell, Texas REPORTED TO: Hay & Jones c/o Pritchard Associates 2500 Routh Street Dallas, Texas 75201 ATTN: Mr. Brett Ratliff REPORT NO. 35 REPORT DATE: 06-24-04 REG PROJECT NO. 11150 TECHNICIAN: L. Rivera PAGE: 1 of 2 CONTRACTOR: McFadden & Miller Proctor ASTM No. Standard I D-698 2 D-698 3 D-698 4 D-698 Description Dark gray sandy clay Light brown & dark gray clay w/gravel & trace yellowish brown clay Dark gray & reddish brown clay Yellowish brown sandy clay (lime treated) Optimum Maximum Mo sture, % Density, PCF 24.3 96.3 22.3 99.1 19.4 102.3 19.5 102.6 Teat No. Date Location 82 83 84 85 86 87 88 89 90 91 92 93 95 96 97 98 99 100 101 06-11-04 Bldg Pad: 10'S, 10'E(1) Bldg Pad: 23'S, 10'E(1) Bldg Pad: 37'S, 20'E(1) Bldg Pad: 50'S, 30'E(1) Bldg Pad: 64'$, 40'E(1) Bldg Pad: 77'S, 50'E(1) Bldg Pad: 90'S, 60'E(1) Bldg Pad: 105'S, 70'E(1) BIdg Pad: 118'S, 80'E(1) Bldg Pad: 121'S, 90'E(1) Bldg Pad: 135'S 100'E(1) Bldg Pad: 148'S 130'E(1) Bldg Pad: 151'S 142'E(1) Bldg Pad: 164'S 155'E(1) Bldg Pad: 177'S 167'E(1) Bldg Pad: 190'S 175'E(1) Bldg Pad: 202'$ 185'E(1) Bldg Pad: 215'S 196'E(1) Bldg Pad: 228'S, 215'E(1) Bldg Pad: 245'S, 230'E(1) Proctor Compaction Depth Below Field Field Final S.G. Density Moisture (feet) (pcf) (%) ID Leve (%) 0.0 97.9 22.7 4 95.4 0.0 97,5 23.6 4 95.1 0.0 98.1 23.7 4 95.6 0.0 98.6 22.5 4 96.1 0.0 98.3 22,9 4 95.8 0.0 99,8 20.7 4 97.2 0.0 98.4 21.3 4 95.9 0.0 97.7 21.6 4 95.2 0.0 98.2 22.4 4 95,7 0.0 98,7 21.5 4 96,2 0.0 97.8 21,0 4 95.3 0.0 99,5 21.7 4 97.0 0,0 98.4 21,5 4 95.9 0.0 98.3 20.9 4 95.8 0.0 99.9 20.2 4 97.3 0,0 97.5 21.8 4 95.1 0.0 99.7 22.3 4 97,2 0.0 101.0 24.0 4 98.9 0.0 99.3 23.7 4 96.8 0.0 99.1 21.5 4 96.6 REPORT NO. 35 REPORT DATE: 06-24-04 REG PROJECT NO, 11150 PAGE: 2of2 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.W. building corner. Mail Distribution: (1) Pritchard Associates/Mr. Brett Ratliff (1) McFadden & Miller/Mr. Jon Jacobson (1) Azimuth Architecture/Mr. John Taylor Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT BW/cn I=1 E:=:'O J E:nG i n =',='l=llnr-~ GEOTECHNICAL AND I~ F~ r--~ I I ~ ENVIRONHENTAL CONSULTANTS REPORT OF PIER OBSERVATION Royal Park Freeport Parkway and Burns Street Coppell, Texas REPORTED TO: Hay & Jones c/o Pritchard Associates 2500 Routh Street Dallas, Texas 75201 ATTN: Mr. Brett Ratliff CONTRACTOR: McFadden & Miller REPORT NO. 27 REPORT DATE: 06-18-04 REG PROJECT NO. 11150 TECHNICIAN: P. Becerra PAGE: 1 of 2 Date 05-26-04 05-27-04 Pier Diameter Bell Diameter Depth Before Final Depth Concrete Pier No. (inches) (riches) Bell (feet) of Pier (feet) Length (feet F-6 20 48 14.0 14.5 14.5 E-6 20 48 13.5 14.1 14.1 D-6 20 48 14.6 14.7 14.7 C-6 20 48 14.0 14.3 14.3 B-6 20 48 15.0 15.3 15.3 F-7 20 48 14.0 14.8 14.8 E-7 20 48 14.2 14.5 14.5 D-7 20 48 14.0 14.7 14.7 C-7 20 48 14.2 14.2 14.2 B-7 20 48 14.0 14.7 14.7 F-8 20 48 15.2 16.0 16.0 E-8 20 48 14.0 15.0 15.0 D-8 20 48 14.4 15.0 15.0 C-8 20 48 14.4 14.7 14.7 B-8 20 48 15.0 16.2 16.2 F-9 20 48 14.5 15.9 15.9 E-9 20 48 14.2 14.6 14.6 F-10 20 48 14.2 14.2 14.2 E-10 20 48 14.2 14.2 14.2 F.7-6 24 60 14.3 14.3 14.3 F-11.1 12 24 14.2 15.0 12.4 F:3-11.1 12 24 14.7 15.3 12.7 A.3-1.1 12 24 14.6 14.8 12.2 A.7-1.1 12 24 14.7 15.1 12.5 F.4-1.1 12 24 14.2 14.6 12.0 F.6-1.1 12 24 14.6 14.9 12.3 F.6-6.7 24 60 12.0 12.2 12.2 F.6-7.3 24 60 12.2 12.2 12.2 F.6-8 24 60 12.0 12.0 12.0