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Home My WebLink About3837-2; ALGA NORTE COMMUNITY PARK; GRADING OBSERVATIONS; 2013-07-3133r4 7..z- CONSTRUCTION TESTING & ENGINEERING, INC. CIVIL ENGINEERING I GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING GRADING OBSERVATION Job Name: ALGA NORTE COMMUNITY PARK Job Number: 10-1 1218T Job Address: NW CORNER OF ALICANTE & POINSETTIA LN. CARLSBAD, CA Date (s): 7-31-13 Plan File: N/A Permit #N/A Tech: F.PEREZ Gen Contractor: TB PENICK Contr. Wkg.: PACIFIC GRADING Superintendent: ERIC/JULIAN Foreman CHRIS Weather Condition: OVERCAST Summary of Work: ON-SITE AS ROUESTED TO OBSERVE AN TEST OPERATIONS PERFORMED BY PACIFIC GRADING. TODAY, WORKERS WILL BE PLACING AND COMPACTING 2" OF CLASS 2 BASE LOCATED SOUTHEAST OF BLDG. 6 NEXT TO BALL FIELD B" AND RIPPING, PROCESSING, AND SCARIFYING SUB-GRADE THAT WAS LOW IN ELEVATION LOCATED EAST OF BLDG. 6. WORKERS HAD TO PLAE AN EXTRA 1"-2" OF FILL TO GET UP TO SUB-GRADE. WORKERS USED A SKIPLOADER TO RIP DOWN APPROX. 3". WORKERS THEN WATERED RIPPED MATERIAL, AND PLACED SOIL NEEDED TO GET UP TO SUB-GRADE ELEVATION. NUC TESTS WERE TAKEN AS NEEDED WITH ALL TESTS HAVING > 90% RC WITH GOOD MC. WORKERS DID NOT FINISH PROCESSING, AND COMPACTING MATERIAL TODAY. WORKERS WILL CONTINUE TOMORROW. CTE WILL RETURN TOMORROW FOR MORE OBSERVATION AND TESTING. OFF-SITE TEST SUMMARY Test No. LOCATION AND NOTES Elev. Feet Lab Maximum Density (PCF) Optimum ') Moisture Field Density (PCF) Field Moist Content % Compaction Relative CompacU Required sc-ill EAST OF BLDG. 6 (CONCRETE FLATWORK AREA) SG 122.7 12.5 112.4 14.8 92 90 SG. 112 SG " 113.1 15.4 92 90 SC-113 SG 111.9 14.9 91 90 SC-114 SG " 112.7 15.5 92 90 SG 112.5 15.8 92 90 * PLEASE NOTE ANY RE-INSPECTION/TESTING 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING, INC. CIVIL ENGINEERING I GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING GRADING OBSERVATION Job Name:ALGA NORTE COMMUNITY PARK Job Number: 10-11218T Job Address: NW CORNER OF ALICANTE .& POINSETTIA LN. CARLSBAD, CA Date (s): 7-30-13 Plan File: N/A Permit #N/A Tech: F.PEREZ Gen Contractor: TB PENICK Contr. Wkg.: PACIFIC GRADING Superintendent: ERIC/JULIAN . Foreman ED Weather Condition: SUNNY Summary of Work: ON-SITE AS REQUESTED TO OBSERVE AND TEST OPERATIONS PERFORMED BY PACIFIC GRADING. TODAY, WORKERS WILL BE PLACING AND COMPACTING CLASS 2 BASE LOACTED AROUND BLDG. 6 AND PICNIC TABLE AREA EAST OF BASKETBALL COURTS. WORKERS ARE USING SAME EQUITMENT AS THEY DID YESTERDAY FOR PLACEMENT AND COMPACTION ALONG WITH WATER TRUCK BEING USED AS NEEDED. ONLYOBSERVATION WAS DONE TODAY TO MAKE SURE ALL BASE WAS PROPERLY INSTALLED AND COMPACTED. NO NUC TESTS WERE TAKEN ON CLASS 2 BASE TODAY DUE TO SECTION BEING ONLY 2'. SECTION IS TOO THIN TO TEST WITH NUC GAUGE. CTE WILL RETURN TOMORROW FOR MORE OBSERVATION AND TESTING. OFF-SITE TEST SUMMARY Test LOCATION AND NOTES Feet Lab Maximum Density (PCF) Optimum % Moisture Field Density (PCF) Field M ist % Compaction Relative Compact/ Required NO NUC TESTS TAKEN.......... * PLEASE NOTE ANY RE-INSPECTION/TESTING 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING, INC. CIVIL ENGINEERING I GEOTECHNICAL. I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING GRADING OBSERVATION Job Name: ALGA NORTE COMMUNITY PARK Job Number: 1O-11218T Job Address: NW CORNER OF ALICANTE & POINSETTIA LN. CARLSBAD, CA Date (s): 7-25-13 Plan File: N/A Permit #N/A . Tech:F.PEREZ Gen Contractor: TB PENICK Contr. Wkg.: PACIFIC GRADING Superintendent: ERIC/JULIAN Foreman CHRIS Weather Condition: SUNNY Summary of Work: ON-SITE AS REQUESTED TO OBSERVE AND TEST OPERATIONS PERFORMED BY PACIFIC GRADING. TODAY, WORKERS WILL BE RIPPING, PROCESSING, AND SCARIFYING SUB-GRADE LOACTED NORTHSIDE OF BLDG. 2 IN COURTYARD AREA AND CONCRETE WALKWAY NORTH OF COURTYARD. WORKRS ARE USING SAME EQUITMENT AND PROCEDURES AS THEY HAVE IN THE PAST. NUC TESTS WERE TAKEN AS NEEDED THROUGHOUT DAY WITH ALL TESTS HAVING > 90% RCWTH GOOD MC. CTE WILL RETURN TOMORROW FOR MORE OBSERVATION AND TESTING. OFF-SITE TEST SUMMARY Test No. LOCATION AND NOTES Etev. Feet Lab Maximum Density (PCF) Optimum Moisture Field Density (PCF) Field Moist Content % % Compaction Relative Compact/ Required SG-98 COURTYARD NORTH OF BLDG. 2 SG 122.7 12.5 113.6 15.2 93 90 SG-97 SG to " 112.5 15.4 92 90 SG-98 " SG it to 112.7 14.9 92 90 SG-99 CONCRETE WALKWAY NORTH OF COURTYARD (@ BLDG. 2) SG 11 " 113.1 15.1 92 90 sG-leo SG " it 114.2 16.3 93 90 sr-1011 SIG " it 112.9 15.5 92 90 SC-102 to SG . " to 113.3 15.9 92 90 * PLEASE NOTE ANY RE-INSPECTION/TESTING 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING, INC. CIVIL ENGINEERING I GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING GRADING OBSERVATION Job Name: ALGA NORTE COMMUNITY PARK Job Number: 10-1 1218T Job Address: NW CORNER OF ALICANTE & POINSTTIA LN. CARLSBAD, CA Date (s): 6-21-13 Plan File: N/A Permit #N/A Tech: F.PEREZ Gen Contractor: TB PENICK Contr. Wkg.: PACIFIC GRADING/PARK WEST Superintendent: ERIC/JULIAN Foreman CHR I S/PACO Weather Condition: SUNNY Summary of Work: ON-SITE AS REQUESTED TO OBSERVE AND TEST OPERATIONS PERFORMED BY WORKING CONTRACTORS. TODAY, PACIFIC GRADING WILL BE PLACING AND COMPACTING? OF RECYCLED CLASS 2 BASE FOR PROPOSED SIDEWALK IFLATWORKI LOCATED SOUTH OF BASKETBALL COURTS HEADING SOUTH TOWARDS BALL FIELD A. WORKERS ARE USING A SKIPLOADER FOR BASE PLACEMENT, A VIBRATORY STEEL DRUM ROLLER FOR COMPACTION. AND A VIBRATORY PLATE TO COMPACT THE EDGES. WORKERS ARE ALSO USING A WATER TRUCK TO MOISTURE CONDITION BASE AS NEEDED. NO NUC TESTS WERE TAKEN ON BASE DUE TO THE THICKNESS OF BASE BEING ONLY 2. PARK WEST WILL BE BACKFILLING 8 SLEEVES FOR POTABLE MAINLINE TRENCHES LOCATED ON THE NORTHSIDE OF BOTH SWIMMING POOLS IN PROPOSED WET-PLAY AREA. TRENCHES ARE APPROX. ir DEEP. WORKERS ARE USING A BACKHOE FOR FILL PLACEMENT IN 8-12" LIFTSAND USING A WACKER FOR COMPACTION OF SOIL WORKERS ARE ALSO USING A HOSE FROM A WATER BUFFALO TO MOISTURE CONDITION SOIL AS NEEDED. NUC TESTS WERE TAKEN THROUGHOUT AS NEEDED WITH ALL TESTS HAVING 90% RC WITH GOOD MC. CTE WILL RETURN AT A LATER DATE FOR MORE OBSERVATION AND TESTING. OFF-SITE TEST SUMMARY Test LOCATION AND NOTES . Elev. Feet Lab Maximum Density (PCF) Compact/No. Optimum l Moisture Field Densily (PCF) Field Moist Content % Compaction Relative Required IR-52 SLEEVES FOR POTABLE MANLNE TRENCHES NORTH OF BOTH SWIMMING POOLS MET-PLAY AREA) 148 122.7 12.5 "112.3 15.3 92 90 IR-53 " . 1481 114.5 14.7 93 90 IR-54 " 148 ' 112.7 15.9 92 90 IR.55 " . 148 of It . 113.6 14.8 93 90 IR-56 " 148 it " 111.1 15.2 91 90 IR-57 " 148 " it 111.8 15.1 91 90 - IR-58 I' 148 It " 112.4 14.9 92 90 IR-59 " 148 " it 113.3 16.3 92 90 * PLEASE NOTE ANY RE-INSPECTION/TESTING 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING, INC. CIVIL ENGINEERING I GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING GRADING OBSERVATION Job Name:ALGA NORTE COMMUNITY PARK Job Number: 1O-11218T Job Address: NW CORNER OF ALICANTE & POINSETTIA LN. CARLSBAD,CA Date (s): 6-14-13 Plan File: N/A Permit #N/A Tech: F.PEREZ Gen Contractor: TB PENICK Contr. Wkg.: PACIFIC GRADING/D&M COMM. Superintendent: ERIC/JULIAN . Foreman CHRIS/MATT Weather Condition: SUNNY Summary of Work: OAA.SETE AS REQUESTED TO OBSERVE PAID TEST OPERATIONS PERFORMED BY WORIIINGCOIATRACTOBS. TODAY. PAOFIC GRADING WILL BE FINISHING BACKFIU. BEHELD RETAIlING WALL AND STPRTTIAG BBCBFI,L BE1INO REA1IMNG WALLS EA G. ALL WALLS ARE LOCATED EAST OF BLDG. 7. SAME EQIJTMENT AND PROCEDURES ARE BEING USEDAS YESTERDAY. WORKERS ALSO BEGAN PLACING P SE CLASS 2 BASE LOCATED ON THE WESTSIDE & SOIJTHSIDE SE BLDG. 7. WAS INFORMED BY CHRIS (FOREMAN FROM PACIFIC GRADING) THAT THE BASE PLACED AND, COMPACTED AT PROPOSED PICNIC SHELTER A LOCATED IN TOT.LOT AREA HAD TO BE RAISED APPROX 2• MORE DUE TO GRADE BEING OFF. I SPORE TOCAMI (KITCHELL) AND INFORMED TAM THAT I WOULD HAVE TO SAMPLE CLASS 2 BASE MATERIAL AND TEST FOR COMPACTION (95%) DUE TO THE FACT THAT NOW BASE SECTION IS TVAOS ENOUGH TO GET ACCURATE READINGS FROM TAlC GAUGE. SAMPLE WILL BE TAKEN BACK TO CTE LAB FOR TESTING OF MAR DENSITY. APREUMINARY MAX DENSITY WAS USED TODAY PROVIDED BY PLANT PKAEBE BASES CDIAMNO FROM. MAX PROVIDED WAS A 124.28.4. THIS NUMBER IS ONLY BEING USED AS GUIDE FOR NUd TESTS TAKEN TODAY IN THIS AREA O1&YBASED OFF MAX PROVIDED BY PLANT. COMPACTION RESULTS SHOWED TO HAVE AS% AC WITH GOOD MC. HOWEVER, RESULTS ARE PENDING CTE LAB RESULTS. CTE WILL INFORM CUENTSE FINAL COMPACTION RESULTS AS SOON AS CTE LAB IS DONE TESTING SAMPLE. 0551 COMMUNICATIONS WILL BE BACIISTLUNG CCIV (ELEE.) TRENCHES LOCATED FROM THE EASTSIDE SE BASKETBALL CTS. TO SOUTHEAST SLOE OF BLDG. 1, AM) BETWEEN BALL FIELDS BA C TO THE EASTSIDESOF BOTH FIELDS. (REFERENCE PLAN POS. EY.T.OU EY.2.0). TRENCHES ARE APPROX. Tr DEEP. WORKERS ARE USING ANITA EXCAVATOR FOR FU. PLACEMENT AND AWAO(ER FOR COMPACTION. WORKERS ALSO HAVE A WATER HOSE TO MOISTURE CONDITION SOIL AS NEEDED. IPX TESTS WERE TAKEN AS NEEDED ORIOSIGITOIJT DAY FOR BOTH CONTRACTORS AS NEEDED WITH ALL TESTS HAVING 95% RC WITH GOOD W. EYE WILL RETURN MONDAY FOR MORE OBSERVATION AND TESTING. OFF.SITE TEST SUMMARY Test No. LOCATION AND NOTES Elev. Feet Lab Maximum Density (PCF) Optimum % Moisture Field Density (PCF) Field Moist Content % % Compaction Relative Compact! Required WB.89 EASTSIDE OF RETAINING WALL "F" 153 122.7 12.5 112.9 16.3 92 90 WE-go II 1531 1.11 113.1 15.2 92 90 WB-91 NORTHEAST OF REATINING WALL "E" 151 TI 11 112.3 14.9 92 90 WB-92 it 153 11 IT 111.6 15.7 91 90 h1E-3 WESTSIDE OF RETAINING WALL "G" 155 11 'II 112.4 15.5 92 90 (7(9-94 fe 157 11 11 110.9 16.1 90 90 BASE-ISA PROPOSED PICNIC SHELTER 1A° IN TOT-LOT AREA BASE 119.2 10.6 95 BASE ' RI BASE 118.8 11.1 95 II BASE 119.3 10.9 95 BASE-107 it BASE 118.6 10.5 95 EL-160 1" CCTV EAST OF BASKETBALL CTS. TO SOUTHEAST SIDE OF BLDG. 1 146 122.7 12.5 113.3 15.1 92 90 EL-161 11 146 112.6 16.2 92 90 EL-1e2 BTW. BALL FIELDS B&C TO EASTSIDE OF BOTH FIELDS 122 It to113.1 15.6 92 90 EL-163 it 122 It it112.7 14.8 92 90 * PLEASE NOTE ANY RE-INSPECTIONITESTING 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING, INC. CIVIL ENGINEERING I GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING GRADING OBSERVATION Job Name: ALGA NORTE COMMUNITY PARK Job Number: 10-1 1218T Job Address: NW CORNER OF ALICANTE & POINSETTIA LN. CARLSBAD, CA Date (s): 6-13-13 Plan File: N/A I Permit #N/A Tech: F.PEREZ Gen Contractor: TB PENICK Contr. Wkg.: PACIFIC GRADING Superintendent: ERIC/JULIAN Foreman CHRIS Weather Condition: SUNNY Summary of Work: ON-SITE AS REOUESTED TO OBSERVE AND TEST OPERATIONS PERFORMED BY WORKING CONTRACTORS. TODAY, PACIFIC GRADING WILL BE RIPPING AND RE-COMPACTING SUB-GRADE FOR CONCRETE FLATWORK AREA LOCATED ON THE WESTSIDE AND SOUTHSIDE OF PROPOSED BLDG.?. WORKERS ARE USING A SKIP LOADER FOR RIPPING TOP -12 AND ALSO MIXING MATERIAL AS WATER TRUCK HOSE MOISTURE CONDITIONS SOIL AS NEEDED. WORKERS THEN USED A VIBRATORY ROLLER FOR COMPACTION. WOKERS ALSO BEGAN BACKFILLING BEHIND THE EASISIDE OF RETAINING WALL P. WORKERS HAVE APPROX. 3-4OF FILL TO PLACE AND COMPACT TO GET TO FINISH GRADE. WORKERS ARE USING A SKIP LOADER FOR FILL PLACEMENT IN B-ir LIFTS. A WATER HOSE IS BEING USED TO MOISTURE CONDITION STOCKPILE AS NEEDED BEFORE PLACEMENT. NUC TESTS WERE TAKEN AS NEEDED THROUGHOUT DAY AS NEEDED FOR BOTH AREAS THAT WERE WORKED ON TODAY. NUC TESTS SHOWED TO HAVE 90% RC .MTH GOOD MC. CTE - WILL RETURN TOMORROW FOR MORE OSERVATION AND TESTING. *NOTE: YESTERDAY AFTERNOON, PACIFIC GRADING WAS COMPACTING 2 OF CLASS 2 BASE IN FLATWORK AREA WEST OF PARKING LOT. CITY REP. (CONSTANTINE) ARRIVED ON-SITE AND OBSERVED ROCK POCKETS IN CLASS 2 EASE SECTION BEING COMPACTED. HE INFORMED ME THAT IT WAS NOT OK TO HAVE THOSE ROCK POCKETS IN BASE SECTION DUE TO THE POTENIAL OF WATER GETTING INTO THE ROCK VOIDS AND HAVING FUTURE PROBLEMS. I INFORMED FOREMAN FROM PACIFIC GRADING (CHRIS) ABOUT ROCK POCKETS AND HE SAID HE WOULD FIX AREAS BY PLACING FINES BETWEEN ROCK VOIDS WHERE NEEDED. OFF-SITE TEST SUMMARY Test LOCATION AND NOTES Etev. . Feet Lab Maximum Density (PCF) Compact/No. Optimum ° Moisture Field Density (PCF) Field Moist Content % % Compaction Relative Required SG-98 WESTSIDE OF BLDG. 7 SG 122.7 12.5 113.3 15.5 92 90 SG-99 " SG " " 112.5 15.1 92 90 So-leo SOUTHSIDE OF BLDG. 7 SG " . " 113.6 16.3 93 1 90 SG-1SI SG It " 112.7 15.2 92 90 FLATWORK/SIDEWALKSOUTH OF BLDG. 7 SG " " 111.8 15.9 91 90 SG-153 It SG " It 112.2 15.7 91 90 wB-84 EASTSIDE OF REATINING WALL "F" 151 122.7 12.5 111.1 14.9 91 90 WB-85 " 151 it It 112.4 15.6 92 90 WB-86 " . 152 " 111.6 15.1 91 90 1145-87 152 it If 111.9 15.8 91 90 VsB-88 " 152 " it 110.8 16.2 90 1 90 * PLEASE NOTE ANY RE-INSPECTION/TESTING 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING, INC. CIVIL ENGINEERING I GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING GRADING OBSERVATION Job Name: ALGA NORTE COMMUNITY PARK Job Number: 10-112181 Job Address: NW CORNER OF ALICANTE & POINSETTIA LN. CARLSBAD, CA Date (s): 6-12-13 Plan File: N/A Permit #N/A Tech: F.PEREZ Gen Contractor: TB PEN ICK Contr. Wkg.: PACIFIC GRADING/D&M COMM. Superintendent: ERIC/JULIAN Foreman CH RIS/MATT Weather Condition: OVERCAST Summary of Work: ON-SITE AS REQUESTED TO OBSERVE AND TEST OPERATIONS PERFORMED BY WORKING CONTRACTORS. TODAY, PACIFIC GRADING WILL BE RIPPING AND RE-COMPACTING SUB-GRADE FOR PROPOSED SIDEWALK LOCATED ON THE WESTSIDE OF PARKING LOT. WORKERS ARE USING SAME EQUITMENT AND PROCEDURES AS PREVIOUS DAYS. AFTER WORKERS PROCESSED MATERIAL, WORKERS THEN PLACED r OF CLASS 2 BASE AND COMPACTING IT WITH VIBRATORY ROLLER. NUC TESTS TAKEN SHOWED TO HAVE > 90% RC WITH GOOD MC. PARK WEST WILL BE BACKFILLING RECYCLED MAIN LINE LOCATED ON THE WESTSIDE OF PROPOSED BLDG. ENDING ON THE NORTHSIDE OF BLDG. 7. TRENCH IS APPROX. 2 112 FT. DEEP. WORKERS ARE USING A WACKER FOR COMPACTION IN 8-12 LIFTS. NUC TESTS WERE TAKEN AS NEEDED WITH ALL TESTS HAVING >90% RC WITH GOOD MC. CTE WILL RETURN TOMORROW FOR MORE OBSERVATION AND TESTING. OFF-SITE TEST SUMMARY Test No. LOCATION AND NOTES Elev. Feet Lab Maximum Density (PCF) Optimum Moisture Field Density (PCF) Field Moist Content % Compaction Relative Compact) Required SG-95 SIDEWALK/FLATWORKWESTSIDE OF PARKING LOT SG 122.7 12.5 113.4 14.4 92 90 SG-96 . " . SG " " 112.1 15.2 91 90 SG-97 " SG " " 112.6 14.9 92 90 IR-46 RECYCLED MAINLINE AORUND BLDG. 7 149 122.7 12.5 111.3 14.6 91 90 R-47 1 150 " " 113.2 15.1 1 92 90 IR-48 " 149 " " 112.8 14.9 92 90 R-49 " 150 " " 111.9 15.2 91 90 * PLEASE NOTE ANY RE-INSPECTION/TESTING 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING. INC. CIVIL ENGINEERING I GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING GRADING OBS VATION Job Name: &4A Ov-1c Job Number: Job Address: ?xv - Date (s): Plan File: Permit #: Tech: Gen Contractor: -ç Contr. Wkg.: Superintendent: Foreman: Weather Condition: / ILUL Summary of Work: t1s (Lss ii F'. - 2 tI I 14 fr 3/" ALLT - T 4 1 -r (0 0 4c6Lt..r 1L.4 Ic.. ,714J ,eJ (Qf#.11 isL;v* tL4. L IiO (i- (,.L.. L +J cFF A I i•i it Z. L ItIUMMAKY LOCATION AND NOTES L Test Elev Lab MaximUm Optimum% Field Density (PCF)Field Moist Content % % Comion Relative Compact/ Re uired FNo. it it L! ?e.-.twi IpJc1 ' t'\.0 ... I a 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING, INC. CIVIL ENGINEERING I SEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING GRA"OBATION Job Name: tJ- Job Number: JobAddress:Lj r Date (s): Plan File: NA Permit #: tA N Tech: Gen Contractor: Contr. Wkg.: Superintendent: (c. Foreman: Weather Condition: Summary ofWV: LL 1h LL M'- bsI"/ (.I Lt k 'Lb r•-tJ / c1 / h. cr 1S p . off- SUMMARY Test TEST _______ _____ LOCATION AND NOTES Density (PCF) Optlmiim% Field DensitFeet (PCF)ld Moisture y t Content % % Compaction Relative Required Ao kL- A.13 f, L AL. t4 44.i fa-LM (I AZt 4E!1 '') ' Al I, 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING, INC. CIVIL ENGINEERING I GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING GRAD NG OBSERVATION Job Name: AL. CoAt.U'tTy Job Number: Job Address: ,j Date (s): Plan File: Permit #: Tech: jr. pe_jzt Gen Contractor: ' Contr. Wkg.: (J Superintendent: Foreman: Weather Condition: Summary of Work: ?'• \3 TEST SUMMARY Test LOCATION AND NOTES Feet Density (PC F) Moisture Optimum% Field Densfty(PCF) Field Moist Content % % Compaction Relative Required AL- -!- ?--- -" iA s-I 8 L -T "a L.i ,t L 4 ,% A IT .. 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING, INC. CIVIL ENGINEERING I GEGIECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING GRA"GOBS VATION Job Name: AA dc-T C -c># Job Number: Job Address: 4f ?o;.Q1r,A j. Date (s): Plan File: Permit #: t4 A Tech: Gen Contractor: lB Contr. Wkg.: Superintendent: (, Foreman: Weather Condition: &LI Cy Summary of Work: 0t4 • M".tl4.- 4j/ #..ct 2LeLyeJeJ l It AJ ttI) E4 lo c..J.. L1.1 L- (-.'-.c Lc--.._. — a- . k . . , t4.. '. 4.A. -f _i ) -4_••JI —3• I 4 1)L4_ çicJ a.,'t L _'44._ --cI +-&. Lt Ll• , TEST SUMMARY Test LOCATION AND NOTES Elev.Lab Feet Maximum Density (PCF) OPtliTtum% Moisture Field Density (PCF) Field Moist Content % % CompactionO1flPC/ Relative Required 1-i (i.i ?_t.ci '10 lit .4 ,i._ a. .4 •' 8 ______ U1- ______ to 1 tIo Ii.'! II " -Lo ir ti -- • ______ IZ 14 Cl 2.. .4 .4 iti"l if. IL' ic 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING. INC. CIVIL ENGINEERING I GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING zj GRADING OBSERVATION Job Name: -c1 ?& Job Number: I*itZP1 Job Address: jj Date (s): 113 Plan File: K A Permit #: Tech: F Gen Contractor: '- Contr. Wkg.: (AJ Superintendent: F Foreman: Weather Condition: ?TcV D Summary of Work: A --- - £_ k C, ALT oF •,.jt.. / J - 4- ._ )-4t.- F -,yi " rd.LJ Ii_ —c - -tS y t- -t 1,pS TEST SUMMARY Test LOCATION AND NOTES Lab Maximum Density (PCF) OptlmUm% Field DensitFeet (PCF) Moisture y Field M Content% Compaction Relative Compact/ Required 0 I' 4. -~±- .• ______ t%''I ' ic JI C. MCI Li i _________________________________ _______ ______ u. 1•; 9c. o '• _________ (to Lt.$NC1 [4 I4 ___________________________________ i' • 2..I c ic t L.IM.1 L.-r ________ ' ______ '- 111- 1' ______ _____________________________ ______ _____ _______ t1.• 1' _____ '1' t't01 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING, INC. CIVIL ENGINEERING I GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING GRADING OBSERVATION Job Name: Job Number: 10.iIL17 Job Address: (LD1J\ Date (s): Plan File: Permit #: Tech: Gen Contractor: T.g.Contr. Wkg.: L Superintendent: & Foreman: Weather Condition: Summary of Work: A go _J 4 , Ly '..'. - -&— . L -r T. jL L...tk\-. J$ i-j 1O .— -c +L L . CIE t L'.- — oP b ' Isio A o J 7ct . FFITC - TEST SUMMARY Test - LOCATION AND NOTES Feet Lab Maximum Density (PCF) Optumim% Moisture y Field Densit Field (PCF) Moist Content% % Compaction Relative _a_ .44 1416 1 111-1 14.9 " 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING, INC. CIVIL ENGINEERING I GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING GRADING OBSERVATION Job Name:Af-cl ?_\c... Job Number: Job Address: 0,,j Date (s): Plan File: JA Permit #: Tech: Gen Contractor: - Contr. Wkg.: £t / Superintendent: E Foreman: i 1 Weather Condition: Summary of Work: *-.• To y CLL. ta L(IL..Lt.) c IL M( Ao jJ tL L.. t ' - Fii< L..... .A to" -0 4.- L_. L-_,i ts.,IL_, ei _H '.L. # a 1..'-• 1-..-4 - - .. ps.~ ,.j' ?-1 .. t-_ L-'.... 'c 7, - ' cL -. v ( 41 TEST SUMMARY Test LOCATION AND NOTES Elev.Lab Feet Maximum Density (PCF) OPtimUm% Moisture Content Field Density (PCF) Fie Id Moist % % Compaction Relative Required 12.. qV '3 (—AN %—I %.bc1. ( (ti q3 u- ' CA-ZI 4' i ç.'\ '.. ________________________________ CA - ?Y.'-.) .t 3 _ 4. 'lit. fig .1 'All S. - x__ ?-- 4c 9 . ' 7ç i•z. 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING, INC. CIVIL ENGINEERING I GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I SURVEYING GRADING OBSERVATION Job Name: Job Number: I Job Address. ?1...11A L• Date(s): Plan File: Permit #: Tech: F. Gen Contractor: -r Contr. Wkg.: . VAaL Superintendent: C, Foreman: -j f Weather Condition: Summary of Work: L'_ t,t- LD (. sLSf1 'I MC tj:.UZ.. t.t'.*-. ?1c7e - AA... (Tt I — ItIUMIVIAKY Tes:.t LOCATION AND NOTES Elev Feet Density (PCF) Optimum% Moisture Field Density (PCF) Field Moist Content % % Compaction Relative Compact / Required C &.isI €,.-b'1 (o l.?- zt.o t.Io sA " c-L.c (iJ. tt..3' It q( 61 SC7 qç 4- sc, HA s q qc 5 e7 ILq C- C • -1.( _____ _____ ______ _ I ___ 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806