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Ridgecrest-LR121214 Fro�n:9727139171 12/14/2012 10:21 #466 P.001 /005 BRYANT CONSULTANTS, INC. Geotechnical•Geo-Structural•Geological•Forensic•Materials Engineers&Scientists FACSIMILE TRANSMITTAL SHEET FROM: DATE: Rosemarie Hoeung December 14, 2012 TO: FAX NUMBER: Larry Davis 972-304-3570 RE: TOTAL NO. OF PAGES INCLUDING 12S-005 Ridgecr t Estates Report of COVER: 5 , Field Density Tests#1-41 DEAR MR. LARRY DAVIS, Attached is the above-referenced report for your review. PLEASE FEEL FREE TO CALL US IF YOU HAVE ANY QUESTIONS. FieThank you, Rosemarie Hoeung , // I / , ( iiii r / 0 , _ -_ --- _ 4 3360 WILEY POST RD.,SU1 1'h 100,CARROLLTON,TX 75006 J • TEL(972) 713-9109 • FAX(972)713-9171 From:9727139171 12/14/2012 10:21 #466 P.002/005 f,_-; :} Bryant Consulting Services, LLC � �, 3360 Wiley Post Road Suite 100 ' Carrollton, Texas 75006 REPORT OF FIELD DENSITY TESTS i R YA N i T Office 972-713-9109 Fax 972-713-9171 PROJECT NAME: Ridgecrest Estates SAMPLE DATE: 12/3/12 PROJECT NUMBER: 12S-005 PROJECT LOCATION: Coppell, TX CONTRACTOR: Conatser The fill was placed and compacted: ❑while our representative was onsite ® prior to our arrival. Test locations were: ❑ provided by ®estimated by our Associate. Elevations were: ® provided by Miguel/Conatser ❑ estimated by our Associate PROJECT REQUIREMENTS AREAS MOISTURE % STANDARD MODIFIED TESTED %RANGE COMPACTION D-698 T-99 D-1557 1-180 Home Lots 0 to +4 95 X PROCTOR MOISTURE MAX. DRY I.D. DESCRIPTION OF MATERIAL CONTENT(M%) DENSITY(pcf) P-1 Grayish Brown Sandy Lean Clay 13.3 117.1 P-2 Moderate Reddish Brown Sandy Lean Clay 14.9 113.4 P-3 Moderate Reddish Brown Silty Clay 11.2 118.1 Test Proctor ( WC Comp. Conforms to Number _ ID Location, Elev.. %Dry ,yo oyo Se ? 1 2 Block A/Lot 12 FG-4 99.7 17.5 n cs 2 2 Block A/Lot 12 (Retest#1) FG-4 102.4 13.0 "3131. N N 3 2 Block Lot 12 (Retest#2) FG-4 105.2 10.7 'T18 _ N 4 2 Block N Lot 12 (Retest#3) FG-4 106.7 13.5 94.1 5 2 Block A/Lot 12(Retest#4) FG-4 109.2 13.1 96.3 Yes 6 2 Block N Lot 12(Retest#5) FG-4 108.2 14.3 95.4 Yes 01 ' I/ ' V UV Z\ \d\\\ \I\ DISTRIBUTION: David Weekley Homes: Larry Jackson BRYANT CONSULTING SERVICES, LLC City of Coppell: Larry Davis (via fax), Mike Garza (via email) Dowdy,Anderson&Associates: Collin Helffrich (via email) Technician D. Shaffer Reviewed By Brent Douglas, P.E Gauge Mfg.: Humboldt Model#:5001C Serial#: 2327 L:\2012 Files\125-005SA Ridgecrest Estates-Coppell,TX\Density Report\Density Report 12.3.12.doc From:9727139171 12/14/2012 10:21 #466 P.003/005 Bryant Consulting Services, LLC , 3360 Wiley Post Road - Suite 100 REPORT OF FIELD DENSITY TESTS• Carrollton, Texas 75006 It R YA N T Office 972-713-9109 Fax 972-713-9171 PROJECT NAME: Ridgecrest Estates SAMPLE DATE: 12/4/12 PROJECT NUMBER: 12S-005 PROJECT LOCATION: Coppell, TX CONTRACTOR: Conatser The fill was placed and compacted: ❑while our representative was onsite ❑ prior to our arrival. Test locations were: ❑ provided by ® estimated by our Associate. Elevations were: ® provided by Miguel/Conatser ❑ estimated by our Associate PROJECT REQUIREMENTS AREAS MOISTURE % STANDARD MODIFIED TESTED % RANGE COMPACTION D-698 ` T-99 D-1557 T-180 Building Pads 0 to +4 95 X PROCTOR DESCRIPTION OF MATERIAL MOISTURE MAX. DRY I.D. CONTENT(M%) DENSITY(pcf) P-1 Grayish Brown Sandy Lean Clay 13.3 117.1 P-2 Moderate Reddish Brown Sandy Lean Clay 14.9 113.4 P-3 Moderate Reddish Brown Silty Clay 11.2 118.1 Test Proctor (PCF) Number ID Location Elev. %Dry M/C Co rms to /o /o Specs? 7 P-2 Block A/Lot 14 FG-4 105.1 12. 92.7 No 8 P-2 Block N Lot 13 FG-3 108.9 1 •%.0 es 9 P-2 Block N Lot 12 FG-2 103.2 13.2 - .. No 10 P-2 Block N Lot 14 FG-4 108.2 15.1 95.4 Yes 11 P-2 Block A/Lot 12 (Retest#9) FG-2 107.8 15. 95.1 Yes 12 P-2 Block N Lot 14 FG-3 108.2 1 95.4 Yes 13 P-2 Block A/Lot 13 FG-2 108.5 ..2 95.7 Yes 14 P-2 Block A/Lot 12 FG-1 106.4 14.8 93.8 No 15 P-2 Block A/Lot 12 (Retest#14) FG-1 107.9 15.4 95.1 Yes 16 P-2 Block A/Lot 14 FG-2 107.; 15.6 95.1 Yes 17 P-2 Block A/Lot 13 FG-1 10; 15.1 95.7 Yes 18 P-1 Block A/Lot 12 FG 11 .4 14.5 95.1 Yes 1 II • R :U ION: Da d Weekley Homes: Larry Jackson BRYANT CONSULTING SERVICES, LLC o C•C. ••pell: L- ry Davis (via fax), Mike Garza (via email) •. d , ' derson •: Associates: Collin Helffrich (via email) Technician Sandip l'// Reviewed By Brent Douglas, P.E i Gauge Mfg.: Humboldt Model#: •' , Serial#: 2327 L:\2012 Files\12S-005SA Ridgecrest Estates-Coppell,'f3:\Density Report\Density Report 7.4.12.doc From:9727139171 12/14/2012 10:21 #466 P.004/005 Bryant Consulting Services, LLC 3360 Wiley Post Road `4. 4 Suite 100 �{ } ' '�` Carrollton, Texas 75006 REPORT OF FIELD DENSITY TESTS i RYAN T Office 972-713-9109 Fax 972-713-9171 PROJECT NAME: Ridgecrest Estates SAMPLE DATE: 12/5/12 PROJECT NUMBER: 12S-005 PROJECT LOCATION: Coppell, TX CONTRACTOR: Conatser The fill was placed and compacted: ❑while our representative was onsite ❑ prior to our arrival. Test locations were: ❑ provided by ® estimated by our Associate. Elevations were: ® provided by Miguel/Conatser ❑ estimated by our Associate PROJECT REQUIREMENTS AREAS MOISTURE % STANDARD MODIFIED TESTED % RANGE COMPACTION D-698 T-99 D-1557 T-180 Building Pads 0 to +4 95 X PROCTOR MOISTURE MAX. DRY I.D. DESCRIPTION OF MATERIAL CONTENT(M%) DENSITY(pcf) P-1 Grayish Brown Sandy Lean Clay 13.3 117.1 P-2 Moderate Reddish Brown Sandy Lean Clay 14.9 113.4 P-3 Moderate Reddish Brown Silty Clay 11.2 118.1 Test Proctor (PCF) M/C Co n • • -+��� Number ID Location Elev. % Dry % peC r! 19 P-2 Block N Lot 13 FG 105.4 12.4 .,____ ► - �! 20 P-2 Block A/Lot 14 FG-3 103.1 14.5 90.9 No 21 P-2 Block N Lot 13 (Retest#19) FG 107.9 15.8 95.1 Yes 22 P-1 Block A/Lot 14 (Retest#20) FG-3 110.2 13.5 95.• 23 P-2 Block N Lot 14 FG-2 105.2 ..• 95,∎ No 24 P-2 Block N Lot 14 (Retest#23) FG-2 109.9 15. 'es 25 P-2 Block N Lot 14 FG-1 108.5 15.1 96.9 Yes 26 P-2 Block A/Lot 16 FG-3 108.2 15.6 95.7 Yes 27 P-2 Block N Lot 16 FG-2 108.8 15.4 95.9 Yes 28 P-2 Block A/Lot 16 FG-1 108 15.1 95.3 Yes / , i - i it DISTRI TIO : D.vid Weekley Homes: Larry Jackson BRYANT CONSULTING SERVICES, LLC City of Co• •e I: arry Davis (via fax), Mike Garza (via email) Dowdy, Ande -on &Associates: Collin Helffrich (via email) Technician D. Shaffer Reviewed By Brent Douglas, P.E Gauge Mfg.: Humboldt Model #: 5001C Serial#: 2327 L:\2012 Files\125-005SA Ridgecrest Estates-Coppell,TX\Density Report\Density Report 12.5.12.doc From:9727139171 12/14/2012 10:22 #466 P.005/005 Bryant Consulting Services, LLC �..)- .`, 3360 Wiley Post Road ,,, Suite 106 REPORT OF FIELD DENSITY TESTS Carrollton,Texas 75006 i R YA N J Office 972-713-9109 Fax 972-713-9171 PROJECT NAME: Ridgecrest Estates SAMPLE DATE: 12/6/12 PROJECT NUMBER: 12S-005 PROJECT LOCATION: Coppell,TX CONTRACTOR: Conatser The fill was placed and compacted: ❑while our representative was onsite ❑ prior to our arrival. Test locations were: ❑ provided by ® estimated by our Associate. Elevations were: ® provided by Miguel/Conatser ❑ estimated by our Associate PROJECT REQUIREMENTS AREAS MOISTURE % STANDARD MODIFIED TESTED % RANGE COMPACTION D-698 T-99 D-1557 T-180 Building Pads 0 to+4 95 X PROCTOR MOISTURE MAX. DRY I.D. DESCRIPTION OF MATERIAL CONTENT(M%) DENSITY(pcf) P-1 Grayish Brown Sandy Lean Clay 13.3 117.1 P-2 Moderate Reddish Brown Sandy Lean Clay 14.9 113.4 P-3 Moderate Reddish Brown Silty Clay 11.2 118.1 Test Proctor (PCF) M/C Comp. Conforms to Number ID Location Elev. /°Dry % % z• =cs? 29 P-2 Block A/Lot 22 FG-3 104.5 14.2 92.2 • 30 P-2 Block A/Lot 22 (Retest#29) FG-3 110.1 13.2 92.1 N 31 P-2 Block A/Lot 23 FG-2 101.0 17.9 89.1 N. 32 P-2 Block A/Lot 23 FG-2 103.6 9.3 91.4 N. 33 P-2 Block A/ Lot 23 FG-2 107.9 12.5 95.1 No 34 P-2 Block A/Lot 24, -2 feet 3 inches FG-1 105.1 15.5 92.7 No 35 P-2 Block A/Lot 24 FG-1 102.5 14.0 90.4 No 36 P-2 Block A/Lot 24 FG-1 104.3 16.8 92.0 No 37 P-2 Block A/Lot 24 FG-1 100.8 16.2 88.9 No 38 P-2 Block A/Lot 24- FG-1 106.0 14.2 93.5 No 39 P-2 Block A/Lot 24- FG-1 101.5 17.3 89.5 No 40 P-2 Block A/Lot 24 FG-1 103.0 14.3 90.8 No 41 P-2 Block A/Lot 24 FG-1 102.5 14.0 90.4 - No PI I' TION: David Weekley Homes: La y Jackson BRYANT CONSULTING SERVICES, LLC ppell: Larry Davis (via fax), Mike arza(via email) •ow•y,Anderson &Associates: Collin Hel rich (via email) Technician D. Shaffer Reviewed By Brent Douglas, P.E Gauge Mfg.: Humboldt Model#: 5001 C Serial #: 2327 L.\2012 Files\12S-(A)5SA Ridgecrest Estates-Coppell,TX\Density Report\Density Report 12.6.12.doc