Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
YMCA-LR020128
REPORT OF FIELD DENSITY TESTS Coppell YMCA 146 Town Center Boulevard Coppell, Texas REPORTED TO: YMCA of Metropolitan Dallas 601 Akard Street Dallas, Texas 75201 ATTN: Mr. Todd Baker CONTRACTOR: Hill 8, Wilkinson Proctor ASTM No. Standard Description Reddish brown clayey sand "select" fill Reddish brown clayey sand Yellowish brown sandy clay Brown sandy clay Dark brown sandy clay Light brown sandy clay w/gravel D-698 2 D-698 3 D-698 4 D-698 5 D-698 6 D-698 REPORT NO. 26 REPORT DATE: 01-28-02 REG PROJECT NO. 8524 TECHNICIAN: M Silva PAGE: 1 of 1 Opti~um-~ Moisture, %I Maximum Density, PCF 13.0 116.0 15.0 112.5 15.0 110.5 15.0 110.0 19.5 101.5 14.5 110.5 Test No. 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Date 01-18-02 Depth I Below Field Field Final S.G. Density Moisture (feet) (pcf) (%) 5.0 95.3 21.7 4.0 104.0 17.3 3.0 104.1 19.0 2.0 102.3 18.0 5.0 93.7 22.6 4.0 94.4 23.3 3.0 103.3 19.8 2.0 95.5 21.4 5.0 98.2 22.1 4.0 105.3 17.6 3.0 102.8 20.0 2.0 98.7 21.7 5.0 95.6 22.3 4.0 93.4 23.6 3.0 101.8 19.6 2.0 103.6 17.3 Location Bldg Pad: F.5/2.3 Bldg Pad: F.5/2.3 Bldg Pad: F.5/2.3 Bldg Pad: F.5/2.3 Bldg Pad: F.75/2.0 Bldg Pad: F.75/2.0 Bldg Pad: F.75/2.0 Bldg Pad: F.75/2.0 Bldg Pad: F.5/2.5 BIdg Pad: F.5/2.5 Bldg Pad: F.5/2.5 BIdg Pad: F.5/2.5 Bldg Pad: F.75/2.75 Bldg Pad: F.75/2.75 Bldg Pad: F.75/2.75 Bldg Pad: F.75/2.75 Proctor Compaction ID Level (%) 5 94.3 4 94.5 4 94~6 4 93.0 5 92,7 5 93.4 4 93.9 5 94.0 5 97.2 4 95.7 4 93.4 5 97.7 5 94.6 5 92.4 4 92.5 4 94.1 Comments: Where tested, materials were in compliance with project specifications, Mail Submitted by: Distribution: (1) YMCA of Metropolitan Dallas/ Mr. Todd Baker (1) YMCA of Metropolitan Dallas/ Mr. Curt Hazelbaker (1) City of Coppell/Mr. Kenneth Griffen (1) Good Fulton & Farrell/ Mr. Scott Wegener (1) Hill & Wilkinson/Mr. Lanny Huggins (1) Dowdey Anderson & Associates/ Mr. Bill Anderson REED ENGINEERING GROUP, INC. Odginal Signed By Ronald F, Reed, P.E. BW/myw 2424 STUTZDR. * SUITE400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICALAND ~ ~ r"l I I p ~N¥IRONMENTALCONSULTANTS REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION Coppell YMCA '146 Town Center Boulevard Coppell, Texas REPORTED TO: YMCA of Metropolitan Dallas 801 Akard Street Dallas, Texas 75201 ATTN: Mr. Todd Baker REPORT NO. 28 REPORT DATE: 01-28-02 REG PROJECT NO. 8524 DATE OBSERVED: 01-22-02 TECHNICiaN: L. Walton PAGE: 1 of 1 CONTRACTOR: Hill & Wilkinson [ Items Observed: Floor slab: 0'-15'N and 0'-65'E of S.E. corner of existing building. [ Reference Plans or Notes Used: ] Sheet 1.02 ~-~There were no deviations noted. The reinforcing steel placed at the above referenced locations was observed with respect to the referenced portions of the contract documents. Mail Distribution: (1) YMCA of Metropolitan Dallas/ Mr. Todd Baker (1) YMCA of Metropolitan Dallas/ Mr. Curt Hazelbaker (1) City of Coppell/Mr. Kenneth Griffen (1) Good Fulton & Farrell/ Mr. Scott Wegener (1) Hill & Wilkinson/Mr. Lanny Huggins (1) Dowdey Anderson & Associates/ Mr. Bill Anderson Submitted by: REED ENGINEERING GROUP, INC. Original Signed By James F. Phipps, P.E. KA/mm 2424 STUTZ DR. · SUITE400 · DALLAS, TX75235 · TEL [214] ]50 5600 ' ~AX [2141350 0019