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HomeMy WebLinkAboutSoils Report 04.30.2014CTL I THOMPSON INCORPORATED Compaction Test Report CLIENT SOURCE GAS 0096 COUNTY ROAD 160 GLENWOOD SPRINGS CO 81601 DATE 04/30114 PROJECT NUMBER: GSO572&001 Fhmc REPORT NUMBER: 6 SHEET � OF SUBJECT SPRING VALLEY COMPRESSOR STATION SOURCE GAS GARFIELD COUNTY, CO STRUCTURAL FILL TEST NO LOCATION 1 DEPTH FEET TEST TYPE LABORATORY FIELD COM PACTION % SOIL TYPE MAX DENSITY PCF OMC% DRY DENSITY PCF MCYO 10 NORTH END OF PAD 1.0 NUC 97.0 22.0 97.8 22.6 100 + CURVE NO 2 JOB No 0505124.051 1 i SOUTH END OF PAD 1.0 NUC 97.0 22.0 98.1 23.3 100 + CURVE NO 2 J00 N0 0505724.501 1 BELOW SU SPECIFICATIONS 100 % MAXIMUM ASTM 0 698 MOISTURE WITHIN +2 TO -2 % OF OPTIMUM TYPE OF COMPACTION EQUIPMENT ANO NO OF UNITS: 1) VIBRATORY SHEEPSFOOT ROLLER MOISTURE ADDED BY WATER TRUCK TYPE OF EARTH MOVING EQUIPMENT AND NO OF UNITS 1) LOADER, 1) TRACKHOE THS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS. THICKNESS OF UFT +/.10 INCHES PROGRESS REPORT TWO SITE VISITS TODAY. STRUCTURAL FILL PLACEMENT WAS STARTED FOR THE EAST COMPRESSOR PAD. THE EXCAVATED SILTY CLAY SOIL WAS REUSED AS STRUCTURAL FILL. THE OVERSIZED ROCK WAS REMOVED BY USING A GRIZZLY. MOISTURE WAS ADDED AND MIXED USING A TRACKHOE. COMPACTIVE EFFORT WAS APPLIED USING A VIBRATORY SHEEPSFOOT AND WHEEL ROLLING WITH A FRONT END LOADER. €15) r 10 AND 11 tit © IN OUR OPINION. FILL COMPACTION MEET5 SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST 140 (5) Okd❑ IN OUR OPINION. FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO (S) SCOPE OF OBSERVATION: DAN DOWNINGit D TIME: 0 PERIODIC. ON CALL BASIS;❑✓ CONTRACTORSVOR CLIENTS REPRESENTATIVE ()WIGHT WITH tit f FIELD REPRESENTATIVE CD CTLITHOMPSON, INc. APPROVED BY JO MECHLING B NCH MANAGER! P INCIPAL 234 Center Dr. 1 Glenwood Springs, CO 816011 Phone: 970-945-28091 Fax: 970-945-7411 Compaction Test Report CLIENT SOURCE GAS 0096 COUNTY ROAD 160 GLENWOOD SPRINGS CO 81601 DATE CTL I THOMPSON INCORPORATED 05101114 PROJECT NUMBER: GS05724 001 Phase REPORT NUMBER: 7 SHEET:.._ OF SUBJECT SPRING VALLEY COMPRESSOR STATION SOURCE GAS GARFIELD COUNTY, CO STRUCTURAL FILL TEST 1 TEST LABORATORY FIELD COM SO.L TYPE MAST DRY NO LOCATION DEPTH TYPE DENSITY OMC% DENS MC% FACTION FES PCF PCF Ye NORTH END OF PAD CURVE NO 2 12 0.0 NUC 97.0 22.0 96.2 24.7 99 JaaNOG305724.001 SOUTH END OF PAD CURVE NO 2 13 0.0 NUC 97.0 22.0 98.7 24.3 100 + JOB NO G505724Ao1 VBG SPECIFICATIONS. 100 % MAXIMUM ASTM D 698 MOISTURE WITHIN +2 TO -2 x OF OPTIMUM TYPE OF COMPACTION EQUIPMENT AND NO OF UNITS 1) VIBRATORY SHEEPSFOOT ROLLER MOISTUREADDEO BY WATER TRUCK THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT. AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS. THICKNESS OF LIFT +1.10 INCHES TYPE OF EARTH MOVING EQUIPMENT AND NO OF UNITS. 1) LOADER, 1) TRACKHOE PROGRESS REPORT FILL PLACEMENT HAS CONTINUED ON THE EAST COMPRESSOR PAD. THE ABOVE TESTS WERE PERFORMED WITH SATISFACTORY RESULTS EXCEPT FOR TEST 12. ADDITIONAL COMPACTIVE EFFORT WILL BE APPLIED TO THIS AREA. NO RETEST IS REQUIRED. EXCAVATION OF THE WEST COMPRESSOR PAD IS UNDERWAY. WE WERE ASKED TO RETURN ON MONDAY, MAY 5, 2014, TO PERFORM ADDITIONAL TESTING. 0 IN OUR OPINION. FILL COMPACTION MEETS SPECIFICATIONS AS IND CATED BY OUR OBSERVATIONS AND TEST NO.{S) 13 IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO IS) 12 SCOPE OF OBSERVATION DAN DOWNING ri TIME Q PERIODIC ONCALL BASIS. UJ C.ON ADVISED JEFF NELSON WITH FIELD REPRESENTATIVE CD - SQURCg GAS CTLITHOMPSON,INC L �' APPROVED BY JOHI IMECHLING B CH MANAGER/ PRI WA - 234 Center Dr I Glenwood Springs, CO 81601 I Phone; 970-945-2809 I Fax. 970-945-7411 Compaction Test Report CUE"T SOURCE GAS 0096 COUNTY ROAD 160 GLENWOOD SPRINGS CO 81601 CTL I THOMPSON INCORPORATED DATE 05/05114 PROJECT NUMBER: GS05724 001 Phone REPORT NUMBER 8 SHEET 1_ OF SUBJECT SPRING VALLEY COMPRESSOR STATION SOURCE GAS GARFIELD COUNTY, CO STRUCTURAL FILL TEST NO LOCATION 1 DEPTH FEET TEST TYPE LABORATORY FIELD COM- FACTION °Jo SOIL TYPE MAX DENSITY PCF OMC% DRY DENSITY PCF MC% 14 NORTH END OF PAD 1.5 NUC 97.0 22.0 99.6 22.4 100 + CURVE NO 2 JOB NOGBOs724.001 15 SOUTH END OF PAD 1.5 NUC 97.0 22.0 100.6 21.0 100 + CURVE NO 2 JOB NO G505724.001 16 NORTH END OF PAD 0.5 NUC 97.0 22.0 97.8 21.3 100 + CURvE No 2 JOB NO G505724.001 17 SOUTH END OF PAD 0.5 NUC 97.0 22.0 99.9 21.9 100 + CURVE NO 2 JOB NOGs0sr24.001 SPECIFICATIONS 100 %OF MAXIMUM ASTM D 698 MOISTURE WITHIN +2 To -2 :4OfOPTIMUM TYPE OF COMPACTION EQUIPMENT AND NO OF UNITS' 1) VIBRATORY SHEEPSFOOT ROLLER 1) VIBRATORY SMOOTH DRUM ROLLER MOISTURE ADDED BY WATER TRUCK TYPE OF EARTH MOVING EOUIPMENT AND ND. OF UNITS; 1) TRACKHOE, 1) LOADER THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF FILL PLACEMENT. AS WELL AS THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT. AND AT LOCATIONS OTHER THAN THOSE TESTED, TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS THICKNESS OF LIFT +l-10 INCHES PROGRESS REPORT THE SITE WAS VISITED TWICE TODAY TO PERFORM COMPACTION TESTS DURING STRUCTURAL FILL PLACEMENT FOR THE WEST COMPRESSOR PAD. THE EXCAVATED SOIL WAS REUSED AS STRUCTURAL FILL. TEST RESULTS ARE SATISFACTORY. O IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST ND.ISI ❑ IN OUR OPINION FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATCO IVY OUR OBSERVATIONS AND TEST NO.151 14,15,16 AND 17 SCOPE OF OBSERVATION DAN DOWNING ❑FULL TIME, QJ PERIODIC, ON CALL BASIS: M's CONTRACTORS OR Ci IENTS REPRESENTATIVE ADVISED FIELD REPRESENTATIVE CD MARK DEWOLF ESTE CTLITHOMPSON, INC. APPROVED BY JOHN ' CSI s; B' CH MANAGER! PR !PAL 234 Center Dr.1 Glenwood Springs, CO 816011 Phone: 970-945-28091 Fax: 970-945-7411