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Observation of Excavation
2789 Riverside Parkway Client: Grand Junction, CO, 81501 Keystone Custom Builders, Inc Huddleston-Berry (970)255-8005 1226 Ute Avenue � h.n ineerin t' l'rNling, I.LC Grand Junction CO 81501 ... co` SOIL COMPACTION REPORT - Spot footings under turn down slab 2 Pages Project: 68 Wilson Dr Test Date: 1/29/24 Reviewed by: Jesse Lueras Project Number: 00505 - 0027 Work Order No: Technician: Miriam Sanchez Review Date: 5/2/2024 Sub -Contractor: Weisland General Contractor: On Site Notification: Casey With Weisland Gauge No. & Last Calibration: 80085 10-23 Compaction Equipment: Jumping Jack Density Counts: 2444 Elevation Datum: Finish Base Course under spot footit Moisture Counts: 701 Comments: 6-4X4 spot footings 10-6X6 spot footings Test #: Location: u. c mc w _J CL m a e y N O 0 d u 0, ° o o ai o 2 Over Size Corrected Proctor Values, pcf @ %: 1 Grid point A-6 0 23-0069 6 127.6 7.1 132.5 @ 8.5 2 Grid point A-5 0 23-0069 6 126.7 6.6 132.5 @ 8.5 3 Grid point A-4 0 23-0069 6 125.6 6.7 132.5 @ 8.5 ....... ._... -................................................. 4 _.... _......................................... ......... _._..__......... Grid point A-3 .......................... -.................................. 0 ....................................................................... 23-0069 6 125.8 .................................................. 6.7 132.5 @ 8.5 5 Grid point A-2 0 23-0069 6 125.8 7.2 132.5 @ 8.5 6 Grid point A-1 0 23-0069 6 126.0 7.6 132.5 @ 8.5 ........ ......._.......... _...._...._............ 7 »_....................................................................... -.......... .. Grid point B-1 ............................... _..................................................................................................... 0 23-0069 6 125.7 -....................................... 6.7 ............ 132.5 @ 8.5 8 Grid Point C-1 0 23-0069 6 125.9 7.0 132.5 @ 8.5 9 Grid point D-1 0 23-0069 6 125.3 6.5 132.5 @ 8.5 10 Grid point D-2 0 23-0069 6 126.3 6.9 132.5 @ 8.5 Geotechnical Report or Reference: Title: Geotechnical Investigation Author: HBET Job # & Date: 00505-0027 7-28-23 c 0 o u V U .. N ca cn U 2 Remarks: to -2 to +2 D1557 96 PASS to -2 to +2 D1557 96 PASS to -2 to +2 D1557 95 PASS _._ ......................._...... to -2 to +2 D1557 95 ... PASS to -2 to +2 D1557 95 PASS to -2 to +2 D1557 95 PASS .......... .................................................... to -2 to +2 D1557 95 I................ PASS to -2 to +2 D1557 95 PASS ............................................................................. to -2 to +2 D1557 95 PASS to -2 to +2 D1557 95 PASS Page 1 11 Grid point D-3 0 23-0069 6 126.1 6.8 132.5 @ 8.5 to -2 to +2 D1557 95 PASS 12 Grid point D-4 0 23-0069 6 127.0 6.5 132.5 @ 8.5 to -2 to +2 D1557 96 PASS 13 Grid point D-5 0 23-0069 6 125.6 6.5 132.5 @ 8.5 to -2 to +2 D1557 95 PASS ..... __..... __......... 14 __._.... _.............................................................. _...................................... Grid point D-6 _..................................................................... 0 23-0069 6 ........................................................................................... 128.4 8.6 . 132.5 @ 8.5 .......... ..................... ........... ....................................... to -2 to +2 D1557 97 ..........._.......... ....................... _........ _....... _.................... PASS 15 Grid point C-6 0 23-0069 6 126.0 8.5 132.5 @ 8.5 to -2 to +2 D1557 95 PASS 16 Grid point B-6 0 23-0069 6 125.6 7.2 132.5 @ 8.5 to -2 to +2 D1557 95 PASS Page 2 Huddleston-Berry � �.-' tnyin�•uin� \ Ictiling, LLC: 2789 Riverside Parkway Client: Grand Junction, CO, 81501 Keystone Custom Builders, Inc. (970) 255-8005 1226 Ute Avenue Grand Junction CO 81501 SOIL COMPACTION REPORT - Subgrade Project: 68 Wilson Dr Test Date: 1/24/24 Project Number: 00505 - 0027 Work Order No: Technician: Miriam Sanchez 1 Pages Reviewed by: Jesse Lueras Review Date: Sub -Contractor: On Site Notification: Compaction Equipment: Elevation Datum: Comments: Weisland Casey w Weisland Sheepfoot, Jumping jack Bottom of footing General Contractor: Gauge No. & Last Calibration: Density Counts: Moisture Counts: 90085 2443 697 10-23 Geotechnical Report or Reference: Title: Geotechnical Investigation Author: HBET Job # & Date: 00505-0027 7-28-23 U. w o w o C C ii C a. U Over Size u g m a o N w 0 0 ' Corrected 10 rn d c a Proctor Values, d E d Test #: Location: w -1 a O ?, G 2 Pcf @ %: rn 0 2 Remarks: 1 GP A3 -................................................................. ........... 2 ..................................................................... TP-4 6 _.................................. 109.2 -............ 11.6 ............................................................................................................................................................ 110 @ 13.5 95 , -2 to +2 D698 99 PASS ..»................ ..»... ........ .».................. .......... „....... ....... .............. _............................................................ 2 GP A6 2 TP-4 6 110.0 11.7 110 @ 13.5 95 , -2 to +2 D698 100 PASS 3 GP Al 2 TP-4 6 104.1 12.4 110 @ 13.5 95 , -2 to +2 D698 95 PASS 4 GP D4 2 TP-4 6 107.3 11.5 110 @ 13.5 95 , -2 to +2 D698 98 PASS _....-...._._. ...... _.......... _...................... -................................ 5 ..... .................. .............. ................ GP D6 _..... -.._................................ 2 _........................... ..................... TP-4 6 .............. ............ 105.3 -................... 12.5 _............. ... ......-............. _ 110 @ 13.5 ....................................................................................................................................... 95 , -2 to +2 D698 96 _.•. ..._ ..•:.»... PASS Page 1