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Vista Point II-LR050120 GEOTECHNICAL AND r~ ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Vista Point II, Phase I Highway '12'1 and MacArthur Boulevard Coppell, Texas REPORTED TO: Cadence McShane, Corporation 14860 Montfort Drive, Suite 270 Dallas, Texas 75254 ATTN: Mr. Brandon Perdue REPORT NO. 54 REG PROJECT NO. 11685 SAMPLE DATE: 01-20-05 TECHNICIAN: F. Thornton, Jr. CONTRACTOR: Cadence McShane Corporation Location of Sample Set Number I Location 1 Pier: F.2-2 J Quantity Represented 10/10 Design Information Source of Concrete J Mix Identification J Southern Star 9337 Specified Stren~lth p.s.i. 3000 Test Results Set Cylinder Age @ Total Load N1. I ID Date Tested Test lbs. 6213 01-27-05 7 92950 6213 01-27-05 7 90340 6213 02-17-05 28 138690 6213 02-17-05 28 135910 6213 Hold H Compressive Average Strength p.s.i. Strength p.s.i. 3290 3200 3250 4910 4810 4860 Cylinder Data Set Cylinder Time of Concrete No. ID Slump Sample Air Temp. Temp. 1 6213 5.5 3:50PM 65 70 Air Ticket Entrainment Number NA 763811 Mail Distribution: (1) Cadence McShane, Corporation/ Mr. Brandon Perdue (1) Jackson-Shaw Company/ Mr. Christopher Gardner (1) City of Coppell/Ms. Beverly Hudsman (1) Good Fulton Farrell/Mr. Rick Myers (1) McHale Engineering/ Mr. Gary McHale Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith Atkins Manager, C.M.T. KEA/Inc 2424STUTZ DR. · SUITE400 * DALLAS, TX 75235 · TELl214]3505600 · FAX [214135000}9 GEOTECHNICALAND ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Vista Point II, Phase I Highway 121 and MacArthur Boulevard Coppell, Texas REPORTED TO: Cadence McShane, Corporation 14860 Montfort Drive, Suite 270 Dallas, Texas 75254 ATTN: Mr. Brandon Perdue CONTRACTOR: Cadence McShane Corporation REPORT NO. 37 REPORT DATE: 01-20-05 REG PROJECT NO. 11685 TECHNICIANS: J. Gray & L. Rivera PAGE: 1 of 2 Proctor ASTM No. Standard Description D-698 2 D-698 3 D-698 4 D-698 5 D-698 Dark brown clay Brown clay w/gravel Dark brown silty clay Dark brown clay w/trace of gravel Dark brown clay (lime-treated) Optimum Maximum Moisture, % Density, PCF 21.2 99.7 16.3 107.3 20.0 100.4 22.2 95.9 22.3 95.5 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 Date Location 12-20-04 12-21-04 Sanitar f Line A: STA 0+00 Sanitar ¢ Line A: STA 1 +00 Sanitar ¢ Line A: STA 2+00 Sanitar ¢ Line A: STA 3+00 Sanitar ~ Line A: STA 0+75 Sanitar ~ Line A: STA 1 +75 Sanitar ~ Line A: STA 3+00 Bldg Pad 1: 13'S, 20'E(1) Bldg Pad 1: 13'S, 180'E(1) Sanitary Line A: STA 4+50 Sanitary Line A: STA 6+00 Bldg Pad 1: 13'S, 20'E(1) Bldg Pad 1: 13'S, 180'E(1) Bldg Pad 1: 13'S, 240'E(1) Bldg Pad 1: 8'N, 15'W(2) Bldg Pad 1: 8'N, 150'W(2) Bldg Pad 1: 8'N, 238'W(2) Bldg Pad 2: 15'N, 30'E(3) Bldg Pad 2: 15'N, 135'E(3) Bldg Pad 2: 15'N, 10'W(2) Bldg Pad 2: 20'S, 75'W(4) Bldg Pad 2: 20'S, 150'W(4) Bldg Pad 2: 20'S, 20'E(1) Depth Field Field Below I Final S.G. Density Moisture Proctor (feet) (pcf) (%) D 3.0 96.6 21.7 3 1.5 96.1 22.3 3 3.0 97.0 21.9 3 4.5 103.4 17.1 2 0.5 99.6 22.4 1 1.0 99.2 22.8 1 5.0 98.7 23.5 1 0.0 88.3 25.6 5 0.0 87.2 27.0 5 5.5 103.9 18.9 1 8.0 107.3 21.2 2 0.0 95.0 24.2 5 0.0 94.7 24.5 5 0.0 94.5 24.2 5 0.0 93.7 25.1 5 0.0 92.5 24.3 5 0.0 91.8 24.2 5 0.0 90.8 24.2 5 0.0 90.8 24.2 5 0.0 90.8 24.4 5 0.0 91.2 24.0 5 0.0 91.6 23.7 5 0.0 91.8 23.5 5 Compaction Level (%) 96.2 95.7 96.6 96.3 99.9 99.5 98.9 92.4 (a) 91.4 (b) 104.2 (c) 100.0 99.5 (A) 99.1 (B) 98.9 98.1 96.8 96.1 95.0 95.0 95.0 95.5 95.9 96.1 2424 STUTZ DR. · SUITE400 · DALLAS, TX75235 ,, TEL[214] 3505600 · F^X [2141350 0019 REPORT NO. 37 REPORT DATE: 01-20-05 REG PROJECT NO. 11685 PAGE: 2 of 2 Comments: Where tested, materials were in compliance with project specifications, unless noted otherwise. Failing test noted in lower case letter, passing retest noted in corresponding upper case letter. Footnotes: (1) Measurements referenced from N.W. building corner. (2) Measurements referenced from S.E. building corner. (3) Measurements referenced from S.W. building corner. (4) Measurements referenced from N.E. building corner. Mail Distribution: (1) Cadence McShane, Corporation/ Mr. Brandon Perdue (1) Jackson-Shaw Company/ Mr. Christopher Gardner (1) City of Coppell/Ms. Beverly Hurtsman (1) Good Fulton Farrell/Mr. Rick Myers Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT BW/cn REPORT OF FIELD DENSITY TESTS Vista Point II, Phase I Highway 121 and MacArthur Boulevard Coppell, Texas REPORTED TO: Cadence McShane, Corporation 14860 Montfort Drive, Suite 270 Dallas, Texas 75254 ATTN: Mr. Brandon Perdue CONTRACTOR: Cadence McShane Corporation REPORT NO. 39 REPORT DATE: 01-20-05 REG PROJECT NO. 11685 TECHNICIAN: J. Baradziej PAGE: 1 of 2 Proctor ASTM No. Standard Optimum Maximum Description Mo sture, % Density, PCF Dark brown clay 21.2 99.7 Brown clay w/gravel 16.3 107.3 Dark brown silty clay 20.0 100.4 1 D-698 2 D-698 3 D-698 TNeoS~ Date Location 194 12-27-04 195 196 197 198 199 2O0 201 202 203 204 205 206 12-28-04 207 208 209 210 211 212 213 214 215 Sanitar ~ Line: 60'S 100'E(1) Sanitar ~ Line: 59'S 100'E(1) Sanitar ~ Line: 58'S 100'E(1) Sanitar ~ Line: 57'S 100'E(1) Sanitar ~ Line: 56'S 100'E(1) Sanitar ~ Line: 55'S 100'E(1) Sanitar ~ Line: 20'S 70'E(1) Sanitar ~ Line: 20'S 15'E(1) Sanitar ~ Line: 20'S 10'E(1 ) Sanitar ~ Line: 20'S 160'W(1) Sanitar ~ Line: 20'S 155'W(1) Sanitar ~ Line: 20'S 150'W(1) Bldg Pad: 20'S, 30'W(2) Bldg Pad: 70'S, 10'W(2) Bldg Pad: 100'S, 70'W(2) Bldg Pad: 50'S, 65'W(2) Bldg Pad: 80'S, 25'W(2) Bldg Pad: 30'S, 50'W(2) Water Line: 30'S, 45'E(2) Water Line: 11 O'S, 45'E(2) Water Line: 32'S, 45'E(2) Water Line: 113'S, 45'E(2) 216 12-30-04 Water Line: 50'S, 50'E(2) 217 Water Line: 52'S, 50'E(2) 218 Water Line: 54'S, 50'E(2) BelowDepth Field Field Final S.G. Density Moisture Proctor Compaction (feet) (pcf) (%) ID Level (%) 7.0 94.8 24.6 1 95.1 6.0 95.3 23.8 1 95.6 5.0 94.9 24.7 1 95.2 4.0 95.6 24.1 1 95.9 3.0 95.7 23.5 1 96.0 2.0 96.8 22.7 1 97.1 7.0 95.5 24.0 1 95.8 6.0 96.6 23.1 1 96.9 5.0 97.2 22.3 1 97.5 7.0 96.7 22.8 1 97.0 6.0 96.9 23.5 1 97.2 5.0 97.4 22.6 I 97.7 0.0 91.5 24.6 4 95.4 0.0 93.0 23.3 4 97.0 0.0 91.6 24.9 5 96.2 0.0 92.1 23.5 4 96.0 0.0 91.8 24.4 4 95.7 0.0 90.8 25.3 5 95.1 4.0 94.9 25.0 1 9&2 4.0 95.6 24.7 1 95.9 5.0 95.2 24.2 1 95.5 5.0 96.0 23.8 1 96.3 4.0 91.8 25.0 1 95.3 3.0 93.3 24.0 1 96.9 2.0 93.4 23.9 1 97.0 2424 STUTZ DE. * SUITE 400 ,, DALLAS, TX 75235 * TEL [214] 350 5600 ~' F^X [214] 3500019 REPORT NO. 39 REPORT DATE: 01-20-05 REG PROJECT NO. 11685 PAGE: 2 of 2 I Depth Field Field Below Final S.G. Density Moisture No. Date Location (feet) (pct') (%) 219 12-30-04 Water Line: 56'S, 50'E(2) 1.0 91.5 27.5 220 Water Line: 20'S, 50'E(3) 4.0 92.8 26.6 221 Water Line: 22'S, 50'E(3) 3.0 93.0 24.9 222 Water Line: 24'S, 50'E(3) 2.0 92.0 27.0 223 Water Line: 27'S, 50'E(3) 1.0 92.7 26.3 Proctor Compaction ID Level (%) 95.0 1 96.4 1 96.6 95.5 1 96.3 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.E. corner of Building 2. (2) Measurements referenced from N.E. corner of Building 3. (3) Measurements referenced from S.E. corner of Building 3. Mail Distribution: (1) Cadence McShane, Corporation/ Mr. Brandon Perdue (1) Jackson-Shaw Company/ Mr. Christopher Gardner (1) City of Coppell/Ms. Beverly Hurtsman (1) Good Fulton Farrell/Mr. Rick Myers Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT BW/cn