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Villages of CC P5-LR 961212
Q~O.- '-' CO'~-~ULTING ENGINEERS IN~ T~r~Q~e Environmental Assess=ents Z~I~ Soits & Foundations Construction Hateria[s Testing "ExceLLence byExperience- Conmercia[ & Industrial Inspection PO Box 92568 · South[ake, Texas 76092 · (817) 329-0281 DAILY CONSTRUCTION REPORT PROJECT: Villages at Cottonwood Creek V LOCATION: Coppell JOB #: 96-1779 DATE: 12-12-96 DAY: Thursday TIME: 11am-lpm CLIENT: Grand Land 96, L.P. CONTRACTOR: Site Concrete ACTiViTIES: WEATHER: Clear LOW TEMP: 48F HIGH TEMP: 78F Travelled to job site, as requested, to make four (4) concrete test cylinders. Also performed Density Testing while on job site. Returned to office. SET #1 LOCATION: Line A (manhole) @ Station 2+62 SLUMP: 3.75" AIR: 5.2% TEMP: AT 72/CT 81 TIME: 12:30pm Patrick Corbett Technician tibiae ~ CONS~U~TING ENGINEERB IN: · ~l~r~e nvironmentat Assessments ~(~, SoJts & Foundations Construction MateriaLs Testing "ExcetLencebyExperience" Commercial & Industrial Inspection PO Box 9Z548 · Southiake, Texss 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Villages of Cottonwood Creek V LOCATION: Coppell JOB #: 96-1779 DATE: 12-12-96 DAY: Thursday TIME: 12 noon CLIENT: Grand Land 96, L? CONTRACTOR: Site Concrete WATER DRY PER- T~BT ~ROC~OR CON~o D~ CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Line A, 8" Sanitary Sewer: 1. @ Station 2+00 4' BSG 4 23.8 97.9 96.2 2. @ Station 2+00 3' BSG 4 22.6 99.4 97.7 3. @ Station 2+00 2' BSG 4 24.1 98.6 96.9 4. @ Station 2+00 1' BSG 4 23.2 98.4 96.7 5. @ Station 2+00 FG 4 21.6 100.3 98.6 6. @ Station 5+00 4' BSG 1 12.4 108.4 96.4 7. @ Station 5+00 3' BSG 1 13.4 110.3 98.1 8. @ Station 5+00 2' BSG 1 11.8 109.5 97.4 9. @ Station 5+00 1' BSG 1 11.4 110.1 97.9 10. @ Station 5+00 FG 1 12.1 108.6 96.6 RBMARKB: All tests passed. Minimum Compaction Required: 95% FG = Final Grade PROCTORS: 1. Reddish Brn Sandy Clay 112.4 PCF @ 11.6% MOISTURE 2. Brn Clayey Sand 111.3 PCF @ 17.2% MOISTURE 3. Dk Brn Silty Sandy Clay 104.4 PCF @ 18.2% MOISTURE 4. Reddish Brn Silty Sandy Clay 101.7 PCF @ 22.8% MOISTURE Patrick Corbett Technician