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Home My WebLink About4.4 Geotech Eng'r and Report LETTER OF TRANSMITTAL THE ' TO: Public Works ATTENTION: Greg Bucknell /~. , !/.~/~ REGARDING: Compaction Report ( 2 ) ~e~Z.,oO CONTENT5 AND REMA~5: Compaction Reports Job. No. 90381-1 Sewer manhole backfill., Beech Inter Sewer, Beech Ave. at Baseline Ave. Sewer Trench Backfill (Settlement A~ea), Beech Intercepter Sewer, Beech Ave, North of Foothill Boulevard, Howard Colburn HC/ss 6101 Cherry Avenue · Fontana, CA 92336 · (714) 899-2581 · INCORPORATED P.O. Box 1790 · 1355 E. Cooley Drive, Suite E, Colton, CA 92324 Phone (714) 824-7211 · Fax (714) 824-7209 February 12, 1991 City of Fontana Job No. 90381-1 c/o Fontana Heritage West End Associates 6101 Cherry Avenue Fontaria, California 92336 Attention: Howard Colburn Gentlemen: This letter transmits five copies of the Compaction Report, Sewer Trench Backfill (Settlement Area), Beech Intercepter Sewer, Beech Avenue, North of Foothill Boulevard, Fontana, California, prepared for City of Fontana. We appreciate this opportunity to provide geotechnical services for this )~roJect. If you have questions or comments concerning this report, please contact us at your convenience. Respectfully submitted, · . OT CHNICAL, INC. h . J perations Manager RJJ/BW:ff 11910 H6speria Road, Suite 2, Hesperia, CA 92345 · Phone (619) 949-0006 · Fax (619) 949-0023 GEOTECHNICAL ENGINEERING · MATERIALS TESTING AND [~VALUATION · CONSTRUCTION OBSERVATION · INCORPORATED P.O. Box 1790 · 1355 E. Cooley Drive, Suite E, Colton, CA 92324 Phone (714) 824-7211 · Fax (714) 824-7209 February 12, 1991 City of Fontana Job No. 90381-1 c/o Fontana Heritage West End Associates 6101 Cherry Avenue Fontana, California 92336 Attention: Howard Colburn Subject: Compaction Report Sewer Trench Backfill (Settlement Area) Beech Interceptor Sewer Beech Avenue, North of Foothill Boulevard Fontana, California Gentlemen: This report covers the results of in-place density tests taken to date on the sewer trench backfill (settlement area) at the above referenced location. All tests were taken in coordination with and as requested by the client; ' s representative. FIELD PROCEDURE: A total of five in-place density tests were taken by the sand volume method on January 29, 1991. Representative samples of the soils encountered were returned to the laboratory for determination of the Optimum Moisture Content - Maximum Dry Density curves. The locations of the in-place density tests are indicated on the attached Field Compaction Test Summary Sheet. 11910 Hesperia Road, Suite 2, Hesperia, CA 92345 · Phone (619) 949-0006 · Fax (619) 949-0023 GEOTECHNICAL ENGINEERING · MATERIALS TESTING AND EVALUATION · CONSTRUCTION OBSERVATION Page No. 2 Job No. 90381-1 OPTIMUM MOISTURE - MAXIMUM DENSITY RELATION: ASTM D 1557-70, Method C; 4-inch diameter mold; 1/30 cubic foot volume; lO-pound rammer; 18-inCh fall; 5 layers; 25 blows per layer. Soil Optimum Moisture Maximum Dry Density Type Classification (Percent) (Lbs./Cu. Ft.) 2 ;Band, fine, with 8.0 135.0 medium, coarse, .gravel to 1-1/2" and silt, brown (SP) 8 Sandy Gravel, fine 9.0 141.0 to coarse and .gravel to 3/4", gray (GP), Import RESULTS: The results of the in-place density tests taken to date, and the relative compaction in each case, are shown on the attached Field Compaction Test Summary Sheet. Respectfully submitted, iEXPIRATION ~rE ~ o 443 President j ~ 3-31-93 ~ RO8/BW:ff ~~ Enclosure: Field Compaction Test Summary Sheet Distribution: City of Fontaria (4) Hall & Foreman, Znc. (l) FIELD COMPACTION TEST SUMMARY SHEET Job No. 90381-1 Sh 1 of. 1 PRO_ECT' CITY OF FONTANA - SEWER TRENCH BACKFILL (SETTLEMFNT ARFA), _ BEECH INTERCEPTOR SEWER, BEECH AVENUE, NORTH OF FOOTHILL BOULEVARO FONTANA, CALIFORNIA Depth DENSITIES Date Test Location Of Test Depth Of Of Dry Max. Rel. MC% I Type Retest Of No. Cut Fill Test (Ibs/cubic foot) 1-29-91 BF-1 Feedull Blvd., ~. 146+50 6.0 0.0-0.5 132.6 137.5 96 5.4 2 10% RX C" BF-2 Foothtll Bird., ~ 146.Y00 6.0 0.0-0.5 140.3 141.5 99 6.2 2 .25% RX BF-3 Foothill Blvd., Sta. 146485 6.0 0.0-0.5 137.6 140.0 ~ 8.9 2 20% RX BF-4 Feol. hill Blvd., Sta. 1464-95 6.0 0.0--0.5 137.7 143.0 96 8.6 2 30% RX B3-1 F-eoth~ BIrd., Sin. 14(M-70 6.0 6.0 0.0-0.5 133.5 141.0 95 8.4 8 } ( LEGEND: (SG) Tests on Subgrade Elevation; (BF) Tests on Backfill; (FP} Tests an Fill in Progress (FG) Testson Finish Grade Elevation; (Mc) Moisture Content; (REL) Relative; (RX) Rock Corrected; (*) Denotes Failure · INCORPORATED P.O. Box 1790 · 1355 E. Cooley Drive, Suite E, Colton, CA 92324 Phone (714) 824-7211 · Fax (714) 824-7209 February 12, 1991 City of Fontana Job No. 90381-1 c/o Fontana Heritage West End Associates 6101 Cherry Avenue Fontana, California 92336 Attention: Howard Colburn Gentlemen: This letter transmits five copies of the Compaction Report, Sewer Manhole Backfill, Beech Intercepter Sewer, Beech Avenue at Baseline Avenue, Fontana, California, prepared for City of Fontana. We appreciate this opportunity to provide.geotechnical services for this project. If you have questions or comments concerning this report, please contact us at your convenience. Respectfully submitted, r ons Manager RJJ/BW:ff 11910 Hesperia Road, Suite 2, Hesperia, CA 92345 · Phone (619) 949-0006 · Fax (619) 949-0023 GEOTECHNICAL ENGINEERING · MATERIALS TESTING AND EVALUATION · CONSTRUCTION OBSERVATION · INCORPORATED P.O. Box 1790 · 1355 E. Cooley Drive, Suite E, Colton, CA 92324 Phone (714) 824-7211 · Fax (714) 824-7209 February 12, 1991 City of Fontana Job No. 90381-1 c/o Fontana Heritage West End Associates 6101 Cherry Avenue Fontena, California 92336 Attention: Howard Colburn Subject: Compaction Report Sewer Manhole Backfill Beech Interceptor Sewer Beech Avenue at Baseline Avenue Fontana, California Gentlemen: This report covers the results of. in-place density tests taken to date on the sewer manhole backfill at the above referenced location. The tests were taken in coordination with and as requested by the client's representative. FIELD PROCEDURE: A total of two in-place density tests were taken by the sand volume method on January 23, 1991. A representative sample of the soil encountered was returned to the laboratory for determination of the Optimum Moisture Content - Maximum Dry Density curve. The locations of the in-place density tests are indicated on the attached Field Compaction Test Summary Sheet. 11910 Hesperia Road, Suite 2, Hesperia, CA 92345 · Phone (619) 949-0006 · Fax (619) 949-0023 GEOTECHNICAL ENGINEERING · MATERIALS TESTING AND EVALUATION · CONSTRUCTION OBSERVATION Page No. 2 Job No. 90381-1 OPTIMUM MOISTURE - MAXIMUM DENSITY RELATION: ASTM D 1557-70, Method C; 4--inch diameter mold; 1/30 cubic foot volume; 10-pound rammer; 18-inch fall; 5 layers; 25 blows per layer. Soil Optimum Moisture Maximum Dry Density Type Classification (Percent) (Lbs./Cu. Ft.) 1 Gravelly Sand, fine 9.5 131.0 to medium, with coarse; gravel to 1-1/2" and silt, brown (SP) RESULTS: The zesults of the in-place density tests taken to date, and the relative compaction in each case, are shown on the attached Field Compaction Test Summary Sheet. Respectfully submitted, C.H.J GEOT NICAL, INC. EXP[eATIaN DAT~ Robert J. Jo? ~er~+_~E. 443 ~<d" %~ President RJJ/BW:ff Enclosure: Field Compaction Test Summary Sheet Distribution: City Of Fontana (4) Hall & Foreman, Inc. (1) FIELD COMPACTION TEST SUMMARY SHEET Job No.90381'1 PROJECT: CITY OF FONTANA - SEWER MANHOLE BACKFILL, BEECH INTERCEPTOR Sh. ~ of Z SEWER, BEECH AVENUE AT BASELINE AVENUE, FONTANA, CALIFORNIA Depth DENSITIES I I ' s. Remarks or Test Location Of Test Depth Of Of Dry Max. Rel./IC% T~ ~e Date No. -~ . Retest Of Cut Fill Test (Ibs/cubic foot) 1-23-91 BF-1 Beech Ave., Sta. 1934-95 1.6 6.06.5 124.3 131.0 95 10.4 BF-2 Beech Ave., Sta. 1934-% 1.6 3.1)-3.5 126.8 133.5 95 10.7 LEGEND: (SG) Tests on Subgrade Elevation; (BF) Tests on Backfill; (FP) Tests on Fill in Progress (FG) Tests on Finish Grade Elevation; (Mc) Moisture Content; (REL) Relative; (RX) Rock Corrected; (*) Denotes Failure ~!%1f~ CITY OF F(.~.~TANA --.~R .URC.AS,.~ .E O.L~' ~ DISTRIBUTION BALANCE $ 'CHANGE ORDER AMouNT oF INCREASE S S~-~:' c~ L AMOUNT OF DECREASE $ TO: PURCHASING TOTAL ADJUSTMENT $ ~ I L~,~ FROM: Pub~Lc ~o~kB/~ng. COMPLETION DATE Ic:,l Deparlment P,O. PACKET NO. 2~956 CHANGE ORDER NO. ~ O~ ..... TO PURCHASE ORDER NO. VENDOR ~ C.~.~. geotea~nLaa~ Znc. _ Poo~b~/Beea~ 5e~e~ B~ojec~ PLEASE ATTACH A COPY OF THE PURCHASE ORDER WITH THIS FORM. PLEASE CHECK APPROPRIATE LINE: ~ ~CREASE PURCHASE ORDER AMOUNT OF INCREASE $~ 5,000 DECREASE PURCHASE ORDER AMOUNT OF DECREASE $ 7'~ CANCEL PQ~CHASE ORDER CHANGE ACCOUNT NUMBER(S) D JUSTIFICATION __.~L~, ~e~.~ ~es~n~_~e~ by p[o~ect ~anageE (g:~eg BuckneZ~). ':":: ......... ' ...... IF THERE IS MORE THAN (1) ALCOUNT NUMBER INVOLVED, USE SPACE PROVIDi:D BELOW. ACCOUNT NUMBER AMOUNT ACCOUNT NUMBER AMOUNT FINANCE DIRECTOR DATE REVISED White-Purchasing Dept Yellow-Dept. Completion Pink Accounts Payable Goldenrod-Originating Dept 2-~5-89 CITY OF FOIN'VANA r-~,.,RcHAs,NG usE oNLY DISTRIBUTION BALANCE $ CHANGE ORDER AMouNT oF iNcREAsE S AMOUNT OF DECREASE $ TO: PURCHASING TOTAL ADJUSTMENT $ FROM Publ'ic Works/'~ng. COMPLETION DATE Departmeir~t P.O, PACKET NO. CHANGE ORDER NO. ONE ...... TO PURCHASE ORDER NO, 21956 VENDOR C.H.J. Geotechnicat Inc. ~_Fo__ot_h~itl~/B~eeqh' S~Wer project __ PLEASE ATTACH A COPY OF THE PURCHASE ORDER WiTH THIS FORM. PLEASE CHECK APPROPRIATE LINE: XX INCREASE PURCHASE ORDER AMOUNT OF INCREASE $ 5,000 DECREASE PURCHASE ORDER AMOUNT OF DECREASE $ CANCEL PURCHASE ORDER CHANGE ACCOUNT NUMBER(S) JUSTIFICATION __Additional ma~e~ia~ testing r~equ_est~e~d byeproject manage_r_ (Greg Bucknell). IF THERE IS MORE THAN ("1) ACCOUNT NUMBER INVOLVED, USE SPACE PROVIDED BELOW. ACCOUNT NUMBER AMOUNT ACCOUNT NUMBER AMOUNT SHIP TO: ../ENDOR: I 0 ~ ? 51 C,~,J, GE~T!.:CHNICAL iNC, CITY OF ;CNTANA ~qlO~l~O I'55 E, COCLEY DRIVE E~GIN':';ERING DIVISION .,8~ SIERRA ~VENU5 CGLTON/CA ~3a4 FCNTANA/CA 9~335 9O/OOleO T~CH~ZCAL NATE~Z&L$ T~TZN~ FCR THE FQOT.ZLL/SE~CH SEkER PRQJ~CT~e ~$ PE~ &TTACHfD CCNTRACTo O?l-TZlq-293Q 9#319,00 BLANKETP. O. CONTRACT ON REQUISITION DEPT. DIVISION GEOTECHNICAL PO. Box 1790 · 1355 E. CooleyDrive, Suite E, Oolton, OA92324 · Phone(714)824-7211 · Fax (714)824-7209 1t91oHesperiaRoad, Suite2, Hesperia, CA92345 Phone (619) 949-0006 · Fax(619) 949-0023 September 13, 1990 City of Fontana Job No. 90381-1 P. O. Box 518 Fontana, California 92335 Gentlemen: This letter transmits six copies of the Compaction Report, Sewer Trench Backfill, Beech Interceptor Sewer, Foothill Boulevard and Beech Avenue, Fontana, California, prepared for City of Fontana. We appreciate this opportunity to provide geotechnical services for this project. If you have questions or comments concerning this report, please contact us at your convenience. Respectfully submitted, C H GEO~ t~ .~ CHNICAL,.INC. J algi ns Manager RJJ/GLT:dlh GEOTECHNIGAL ENGINEERING · MATERIALS TESTING AND EVALUATION · CONSTRUCTION OBSERVATION 'Ii il d · INCORPORATED P.O. Box 1 790 · 1355 E. CooleyDrive, SuiteE, Colton, CA92324 , Phone(714)824-7211 · Fax (714)824-7209 11910HesperiaRoad, Suite2, Hesperia, CA92345 Phone(619) 949-0006 · Fax(619) 949-0023 September 13, 1990 City of Fontaria Job No. 90381-1 P. O. Box 518 Fontana, California 92335 Subject: Compaction Report Sewer Trench Backfill Beech Interceptor Sewer Foothill Boulevard and Beech Avenue Fontana, California Gentlemen: This report covers the results of in-place density tests taken to date on the sewer trench backfill at the above referenced location. All tests were taken in coordination with and as requested by the client's representative. FIELD PROCEDURE: A total of 25 in-place density tests were taken by the sand volume method between August 6 and September 7, 1990. Representative samples of the soils encountered were returned to the laboratory for determination of the Optimum Moisture Content - Maximum Dry Density curves. The locations of the in-place density tests are indicated on the attached Field Compaction Test Summary Sheets. OPTIMUM MOISTURE - MAXIMUM DENSITY RELATION: ASTM D 1557-70, Method C; 4-inch diameter mold; 1/30 cubic foot volume; 10-pound rammet; 18-inch fall; 5 layers; 25 blows per layer. GEOTECHNICAL ENGINEERING · MATERIALS TESTING AND EVALUATION · CONSTRUCTION OBSERVATION Page No. 2 Job No. 90381-1 Soil Optimum Moisture Maximum Dry Density Type Classification (Percent) (Lbs./Cu. Ft.) 1 Gravelly Sand, fine 9.5 131.0 to medium, with coarse, gravel to 1-1/2", and silt, brown (SP) OPTIMUM MOISTURE - MAXIMUM DENSITY RELATION: Caltrans Method 216 Soil Optimum Moisture Maximum Dry Density Type Classification (Percent) (Lbs./Cu. Ft.) 2 Sand, fine, with 8.0 135.0 medium, coarse, gravel to 1-1/2" and silt, brown (SP) 3 Sand, fine to 8.0 134.0 medium, with coarse, gravel, cobbles to 5'l' and silt, brown (SP) RESULTS: The results of the in-place density tests taken to date, and the relative; compaction in each case, are shown on the attached Field Compaction Test Summary Sheets. ~0~44 ~ ~ H.~O INC , ~ ~ C. . . ECHNICA~ . iHXP;RAT]0M DAT~ ~ Q" '~ %~ Robert J. 443 ~ President RJJ/GLT: dlh Enclosures: Field Compaction Test Summary Sheets Distribution: City of Fontana ( 6 ) FIELD COMPACTION TEST SUMMARY SHEET Job No. 90381-1 PROJECT: CITY OF FONTANA - SEWER TRENCH BACKFILL, BEECH INTERCEPTOR Sh. i of SEWER, FOOTHILL BOULEVARD AND BEECH AVENUE, FONTANA, CALIFOR'R1Sz~ Depth DENSITIES Test Depth Of I I S, il Remarks or Date No. Location Of Test Of Dry Max. Rel. MC~ T~ m Retest Of Cut Fill Test (Ibs/cubic foot) 8-06-90 BF-1 Beech Avenue, Station 141+95 10.0 4.5-5.0 130.1 138.0 94 7.6 (' 8-11-90 BF-2 Foothill Boulevard Station 140+50 5.0 0.0-0.5 128.6 134.0 95 8.4 BF-3 Foothill Boulevard Station 141+50 5.0 2.5-3.0 134.1 140.5 95 8.2 3 25% RX 8-18-90 BF-4 Foothill Boulevard Station 142-t410 10.0 1.0-1.5 133.0 140.0 95 3.2 2 20% RX BF-5 Foothffi Boulevard Station 143+25 5.0 0.0~1.5 133.3 135.0 98 4.5 2 BF-6 Foollull Boulevard Station 144+50 5.0 2.0-2.5 135.0 140.0 96 5.4 2 25% RX BF-7 Foothill Boulevard Station 145+50 10.0 1.5-2.0 1295 135.0 96 BF-8 Foothill Boulevard Station 147+25 5.0 0.0-0.5 131.2 137.5 95 10% RX BF-9 Foothill Boulevard Station 148+25 5.0 2.0-2.5 137.6 142.0 96 tl)% RX BF-10 Foothill Boulevard Station 149+25 10.0 1.0-1.5 133.2 136.5 97 10% RX BF-11 Foothill Boulevard Station 150+25 5.0 0.N.5 134.6 139.0 96 ~0% RX 8-22-90 BF-12 Foothill Boulevard Station 1324110 5.0 0.0-0.5 132.5 140.0 95 ~% RX BF-13 Foothill Boulevard Station 132+30 10.0 1.5-2.0 135.7 140.0 97 ~0% RX BF-14 Foothill Boulevard Station 132+60 5.0 2.0-2.5 133.9 139.0 96 15% RX 8-23-90 BF-15 Foothill Boulevard Station 132+50 10.0 0.0-0.5 137.1 137.5 99 8-25-90 BF-16 Foothill Boulevard Station 151+25 10.0 1.0-1.5 133.9 139.0 96 20% RX BF-17 Foothill Boulevard Station 152+25 5.0 2.5-3.0 117.7 135.0 87 *See BF-17 BF-18 Foothffi Boulevard, Station 152+25 5.0 2.5-3.0 130.8 137.5 95 10% RX BF-19 Foothill Boulevard, Station 153+25 10.0 1.0-1.5 131.3 139.0 95 RX BF-20 Foothill Boulevard, Station 155+00 5.0 O.IM}.5 131.7 137.5 96 10% RX LEGEND: (SG) Tests on Subgrade Elevation; (BF} Tests on Backfill; (FP) Tests on Fill in Progress (FG) Testson Finish Grade Elevation; (Mc) Moisture Content; (REL) Relative; (RX) Rock Corrected; (*) Denotes Failure FIELD COMPACTION TEST SUMMARY SHEET Job No. 90381-1 Sh. PROJECT: CITY OF FONTANA - 5EI4ER TRENCH BACKFILL, BEFCH HITERCEPTOR SE. Jj_ER, FOOTHILL BOULEVARD AND BEECH AVENUE, FONTANA, CALIFORNTA Depth DENSITIES Test Depth Of I I Remarks or Date No. Location Of Tesl Of Dry Max. Rel. MC% Soil Type Retest Of Cut Fill Test (Ibs/cubic foot) 9-06-90 BF-21 Foolhffi Boulevard, Station 129+50 5.0 Z0-2.5 136.9 137.5 99 11.7 2 10% RX 9-117-90 BF-22 FoXhill Boulevard, Station 135+50 5.0 0.5-1.0 14Z9 143.0 99 11.7 2 BF-23 Foothill Boulevard, Station 134+50 10.0 1.5-Z0 133.6 137.5 97 10.2 2 I10% RX BF-24 Footl~ Boulevard, Station 136+50 5.0 2.5-3.0 140.9 143.0 98 12.4 2 31)% RX BF-25 Foothill Boulevard, Station 137+50 5.0 0.5-1.0 136.2 141.5 96 13.7 2 5% RX I LEGEND: {SG) Tests on Subgrade Elevation; (BF) Tests on Backfill; (FP) Tests on Fill in Progress (FG) Tests on Finish Grade Elevation; (Mc) Moisture Conten:t; (REL) Relative; (RX) Rock Corrected; (*) Denotes Failure INCORPORATED P,O. BOx 1790 · 1355 E, CooleyDrive, euiteE, Colton, CA92324 · Phone (714)824-721 1 · Fax(714)824-7209 11,~)10HesPeriaRoad, Suite2, Hesperia, CA92345 · Phone(619) 949-O006 · Fax(619) 949-O023 August 7, 1990 City of Fontana Job No. 90381-1 P. O. Box 518 Fontana, California 92335 SubJect: Compaction Report Sewer Trench Backfill Beech Interceptor Sewer Beech Avenue, North of Foothill Boulevard Fontana, California Gentlemen: This :report covers the results of in-place density tests taken to date on the sewer trench backfill at the above referenced location. All tests were taken in coordination with and as requested by the client's representative. FIELD PROCEDURE: A total of 66 in-place density tests were taken by the sand volume method between June 15 and July 27, 1990. A representative sample of the soil encountered was returned to the laboratory for determ- ination of the Optimum Moisture Content - Maximum Dry Density curve. The locations of the in-place density tests are indicated on the attached Field Compaction Test Summary Sheets and Plat. OPTIMUM MOISTURE - MAXIMUM DENSITY RELATZON: ASTM D 1557-70, Method C; 4-inch diameter mold; 1/30 cubic foot volume; 10-pound rammer; 18-inch fall; 5 layers; 25 blows per layer. GEOTECHN~CAL ENGINEERING · MATERIALS TESTING AND EVALUATION · CONSTRUCTION OBSERVATION Page No. 2 Job No. 90381-1 Soil Optimum Moisture Maximum Dry Density Type Classification (Percent) (Lbs./Cu. Ft.) 1 Gravelly Sand, fine 9.5 131.0 medium, with coarse, gravel to 1-1/2", and silt, brown (SP) RESULTS: The results of the in-place density tests taken to date, and the relative compaction in each case, are shown on the attached Field Compaction Test Summary Sheets. ~ Respectfully submitted, ~ ~0. 443 -~ II EXRRATID~J UATE Robert J. ~ohnson, G.E. 443 ~OF CA~ President RJJ/RDO: dlh Enclosures: Field Compaction Test Sumary Sheets Plat Distribution: City of Fontana (4) FIELD COMPACTION TEST SUMMARY SHEET , Job No. 90381-1 PROJECT: CITY OF FONTANA - SEWER TRENCH BACKFILL, BEECH INTERCEPTOR __ Sh. I of__ 4 SEWER, BEECH AVE., NORTH OF FOOTHILL BOULEVARD, FONTANA, CA Depth DENSITIES Test Depth Of Soil Remarks or Date Location Of Test Of Dry I Max. I Rel. MC% Type Retest Of No. Cut Fill Test {Ibs/cubic foot) 6-15-90 BF-1 Bce, eh Avenue, S~ion 144~25, Main 4.0 2,0-2.5 120.6 131.0 92 8.2 1 *Sue BF-3 BF-2 Be~ch Avem~, Slation 143+50, Main 5.0 2.5-3.0 128.1 131.0 98 8.7 1 BF-3 Be, er, h Avem~, Sialion 144+25, Main 4.0 2.0-2.5 129.0 131.0 98 8.9 1 6-19-90 BF-4 Be,~h Avenue, Slation 148+50, Main 4.0 2.0-2.5 129.5 131.0 9~ 8.3 1 BF-5 Be, e~h Avenue, Station 147+50, Main 4.0 2.0-Z5 126.5 131.0 96 7.6 1 BF-6 Beech Avenue, Sation 1454-50, Main 4.0 2.0-2.5 124.7 131.0 95 8.7 1 6-26-90 BF-7 Beech Avenue, Sation 153+50, Main 5.0 2.0-2.5 121.2 131.0 93 5.6 1 *See BF-10 BF-8 Beech Avenue, Station 153+50, Main 5.0 2.0-2.5 118.6 131.0 90 6.9 1 *See BF-10 6-29-90 BF-9 Beech Avenue, Sation 1544.50, Main 5.0 2.0-2.5 124.2 131.0 95 9.2 1 BF-10 Beech Avenue, Station 153+50, Main 5.0 2.0-2.5 124.4 131.0 95 8.9 1 7-05-90 BF-II Beech Avenue, Sation 157+00, Main 5.0 2.0-2.5 127.7 131.0 97 9.4 1 BF-12 Beech Avenue, Sation 159+50, Main 5.0 3.0-3.5 127.8 131.0 97 9.8 1 7--09-90 BF-13 Beech Avenue, Sation 145+50, Main 10.0 4.0-1.5 · 129.1 131.0 98 7.2 1 BF-14 Beech Avenue, Sation 1464-50, Main 10.0 5.0-5.5 129.5 139.0 93 8.7 1 RX BF-15 Beech Avenue, Sation 149+50, Main 10.0 4.0-4.5 126.1 131.0 96 7.6 1 7-10-90 BF-16 Beech Avenue, Sation 161+(30, Main 10.0 7.0-7.5 124.9 131.0 95 6.9 1 BF-17 Beech Avenue, Sadon 1604.00, Main 10.0 4.0-4.5 125.2 131.0 95 8.2 1 7-11-90 BF-18 Be~ch Avueue9 Sation 144+75, Main 10.0 2.0-2.5 121.0 131.0 92 8.4 1 BF-19 Beech Avenue, Sation 1464.00, Main 10.0 2.0-2.5 125.9 131.0 97 9.2 1 BF-20 Beech Avenue, Station 147400, Main 10.0 2.0-2.5 137.0 137.5 93 3.5 1 RX 24% LEGEND: (SG) Tests on Subgrade Elevation; (BF) Tests on Backfill; (FP) Tests on Fill in Progress (FG) Testson Finish Grade Elevation; (Mc) Moisture Content; (REL) Relative; (RX) Rock 'Corrected; (*) Denotes Failure FIELD COMPACTION TEST SUMMAR1~ SHEET Job No. 90381-1 PROJECT: CITY OF FONTANA- 5E)4ER TRENCH BACKFILL, BEECH INTERCEPTOR. SEWER Sh. 2 .. of BEECH AVENUE, NORTH OF F00THILL BOULEVARD, FONTANA, CALIFORNIA Depth DENSITIES Test Location Of Test Depth Of Of Dry } Max. J Rel. MC% Soil Remarks or Date No. Cut Fill Test (Ibs/cubic foot) Type Retest Of 7-11-90 BF-21 Ikcch Avenue, Station 148400, Main 10.0 2.02.5 128.5 138.0 93 5.4 I RX BF-22 Beech Avenue, Sindon 1494410, Main 10.0 2.0-2.5 124.1 131.0 95 7.2 1 7-12-90 BF-23 Beech Avenue, Sialion 164+00, Main 10.0 6.0=6.5 121.0 131.0 92 6.9 1 BF-24 Beech Avenue, Station 166+50, Main 4.0 2.0-23 120.2 131.0 92 9.8 I *See BF-25 BF-25 Beech Avenue, Sinion 166+50, Main 4.0 2.0-2.5 124.7 131.0 95 9.4 1 7-13-90 BF-26 Beech Avenue, Station 169+00, Main 3.0 1.0-1.5 127.6 131.0 97 8.4 1 BF-27 Beech Avenue, Station 171+50, Main 3.0 1.0-1_5 134.0 136.0 9~ 8.7 1 RX 19% 7-16-90 BF-28 Beech Avenue, ,S~tion 165400, Main 10.0 4.0-4.5 120.3 131.0 92 5.9 1 BF-29 Beech Avenue, Station 166400, Main 10.0 2.0-2.5 121.7 131.0 93 6.5 BF-30 Beech Avenue, Statio~ 167+50, Main 10.0 5.0-5.5 120.6 131.0 92 6.2 1 BF-31 Beech Avenue, Sialion 168+00, Main 10.0 2.5-3.0 119.6 131.0 91 5.4 1 BF-32 Beech Avenue, Station 174-14)0, Main 4.0 2.0-2.5 130.0 131.0 99 9.2 1 7-17-90 BF-33 Beech Avenue, Station 154+00, Main 10,0 4.0-4.5 131.6 137.5 95 5.6 1 RX BF-34 Beech Avenue, Station 155+00, Main 10.0 2.0-2.5 ' 129.5 13&0 93 8.7 I RX 25% BF-:35 Beech Avenue, Sta6on 157+50, M~in 10.0 4.5-5.0 137.8 139.5 9~ 7.6 1 RX BF-36 Beech Avenue, Station 158+00, Main 10.0 Z0-.7,5 123.7 131.0 94 4.5 1 BF-37 Beech Avenue, Station 160+50, Main 10.0 2.5-3.0 123.9 131.0 94 6.2 1 BF-38 Beech Avenue, Station 162+60, Main 10.0 4.0-4.5 137.2 138.5 99 9.8 1 P,X BF-39 Beech Avenue, Station 163+10, Main 10.0 2.0-25 117.9 131.0 90 5.9 7-18-90 BF-40 Beech Avenue, Station 1704-00, Main 10.0 4.0-4.5 128.1 137.5 93 5.4 1 RX LEGEND: (SG) Tests on Subgrade Elevation; (BF} Tests on Backfill; (FP) Tests on Fill in Progress (FG) Tests on Finish Grade Elevation; (Mc) Moisture Content; (REL) Relative; (RX) Rock Corrected; (*) Denotes Failure FIELD COMPACTION TEST SUMMARY SHEET Job No. 90381-1 PROJECT: CITY OF FONTANA- SEWER TRENCH BACKFILL, BEECH INTERCEPTOR SEWER Sh. 3 of 4 BEECH AVENUE, NORTH OF FOOTHILL BOULEVARD, FONTANA, CALIFORNIA Depth DENSITIES Test Location Of Test Depth Of Of Dry Max. Rel. M( ;% Ty~ Date No. Retest Of Cut Fill Test (Ibs/cubic foot) 7-18-90 BF~I-1 Beech Avenue, Station 171+00 Ma/n 10.0 2.0-2.5 120.4 131.0 92 9.4 BF-42 Beech Avenue, Station 172+50 Main 10,0 5,0-5.5 126.6 131.0 96 9.2 BF--43 Beech Avenue, Slation 173+50 Main 10.0 Z0-Z5 120.8 131.0 92 7.2 BF-44 Beech Avenue, Station 1764-50 Main 4.0 2.662.5 125.4 131.0 95 4.8 BF-45 Beech Avenue, Station 179+00 Main 4.0 2.0-Z5 133.6 13&0 96 &7 RX 7-19-9(} BF-46 Bet. ch Avenue, Station 176+50 Main 4.0 2,662.5 130.6 138.0 95 8.2 1 RX 25% BF-47 Beech Avenue, Station 177+50 Main 10.0 4.5-5.0 125.3 131.0 96 BF~,Y, Beech Avenue, Station 178+50 Main 10.0 Z0-Z5 122.0 131.0 93 7-20--90 BF-49 Beech Avenue, Station 180+00 Main 10.0 4.04.5 121.9 131.0 93 BF-50 Beech Avenue, Station 181-1.00 Main 10.0 2.0-Z5 125.5 131.0 96 BF-51 Beech Avenue, Station 181+50 Main 4.0 Z0-2.5 125.0 131.0 95 BF-52 Beech Avenue, Station 184+00 Main t 3.0 1.0-1.5 124.1 131.0 95 BF-53 Beech Avenue, Station 186+50 Main ' 3.0 1.0-1.5 126.5 131.0 96 7-23-90 BF-54 Beech Avenue, Station 182+50 Main 10.0 4.5-5.0 131.1 135.5 96 RX 18% BF-55 Beech Avenue, Station 183+50 Main 10.0 2.0-Z5 120.5 134~ 90 RX 14% BF-56 Beech Avenue, Station 185+00 Main 10.0 4.0-4.5 119.1 131.0 91 BF-57 Beech Avenue, Station 189+00 Main 4.0 2.0-2.5 118.6 131.0 90 *See BF-60 7-24-90 BF-58 Beech AvenUe, Station 186+00 Main 10.0 Z0-Z5 130.5 134.0 97 RX 10% BF-59 Beech Avenue, Station 187+50 Main 10.0 4.0~..5 131.1 134.5 97 RX 13% BF-60 Beech Avenue, Station 189,00, Main 4.0 2.0-2.5 128.8 131.0 LEGEND: (SG) Tests on Subgrade Elevation; (BF) Tests on Backfill; (FP) TesTs on Fill in Progress (FG) Testson Finish Grade Elevation; (Mc} Moisture Content; |REL) Relative; (RX) RoCk Corrected; (*) Denotes Failure FIELD COMPACTION TEST SUMMARY SHEET Job No., 90381~1 PROJECT: CITY OF FONTANA - SEtqER TRENCH BACKFILL, BEECH INTERCEPTOR SEWER Sh._ 4 of. 4 BEECH AVENUE, NORTH OF FOOTHILL BOULEVARD, FONTANA, CALIFORNIA Depth DENSITIES Test Depth Of I { Soil Remarks or Date No. Location Of Test Of Dry Max. Rel. MC% Type Retest Of Cut Fill Test (Ibs/cubic foot) 7-25-90 BFqS1 Be.~h Avenue, Stadon 188+50, Main 10.0 2.0-2.5 132.0 136.5 96 4.3 i 1 RX 20% ( BF-62 Beech Avenue. Station 190+00, Main 10.0 4.0-4.5 134.0 139.5 96 13.0 1 RX 7-26-90 BF-63 Beech Avenue, Station 191-1-00, Main 10.0 2.0-2.5 128.2 135.0 95 6.2 1 RX 15% BF-64 Beech Avenue, Station 192+00, Main 4.0 Z0-2.5 126.1 131.0 96 8.7 ' 1 7-27-90 BF-65 Beech Avenue, Station 193+00, Ma/n 10.0 4.0d,.5 i19.6 131.0 91 8.9 i 1 BF-66 Beech Avenue, Station 194+00, Main 10.0 Z0-Z5 119.! 131.0 91 7.6 I i LEGEND: (SG) Tests on Subgrade Elevation; (B F) Tests on Backfill; (FP) Tests on Fill in Progress (FG) Tests on Finish Grade Elevation; (Mc) Moisture Content; (REL) Relative; (RX) Rock Corrected; {*) Denotes Failure BEECH AVENUE BEECH AVENUe"' d u, "'% WE. BEECH AVENUE PLAT ~ FOR: ENCLOSURE SCALE ~'=m~OBackfilI Tests BEECH INTERCEPTOR SENER City of Fontana BEECH AVENUE, NORTH OF FOOTHILL BOULEVARD JOB NUMBER DATE: August 1990 FONTANA, CALIFORNIA 90381-1 GEOTECHNICAL ten. J INCOf~P0RATED