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HomeMy WebLinkAbout3466; OLIVENHAIN RD WIDENING & REALIGNMENT; ASPHALT FIELD DENSITY SUMMARIES 1997 & 1998; 1998-01-22A LAW/CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC. ASPHALT FIELD DENSITY SUMMARY PROJECT NAME: City of Carlsbad, Olivenhein Rd. DATE TESTED: 01/22/98 GAGE USED: 5056 PROJECT NO 70341 50396 10 TECHNICIAN H Aiwaque CLIENT City of Carlsbad REPORT DATE 01/23/98 TEST # LOCATION WET DENSITY (in place) MAXIMUM DENSITY* % - COMPACTION COMPACTION REQUIRED 242 Olivenhein Rd., e.b. in., n.of curb 137.9 147.7 93 95 sta. 14+85, 8' from curb 243 " " "@sta. 14+49, 7' from curb 125.4 147.7 85 95 244 " " "sta. 14+13, 6' from curb 138.5 147.7 94 95 245 " " "@sta. 13+77, 7' from curb 141.6 147.7 96 95 246 " "" sta. 13+53, 6' from curb 141.0 147.7 95 95 ..ommenr.s: ru it: paving occureci previous aay, me 'ret. hveem density was provided by the supplier (South Coast Material, Carlsbad) Distribution: City of Carlsbad! D. Moore Reviewed by: David C. Wilson, RCE #54734 material\tests\asphfld.doc 9177 SKY PARK CT • SUITE A • SAN DIEGO, CA 92123 (619) 278-3600 • A LAW/CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES. INC. ASPHALT FIELD DENSITY SUMMARY PROJECT NAME: City of Carlsbad, Olivenhein Rd. DATE TESTED: 01/06/98 GAGE USED: 4108 PROJECT NO.: 7034 1.50396.10 . . TECHNICIAN: R. Salisbury CLIENT: City of Carlsbad REPORT DATE: 01/22/98 TEST # LOCATION WET DENSITY n plate) MAXIMUM DENSITY* COMPACTION % COMPACTION REQUIRED 205 Olivenhein Rd., e.b. Ins, n. lane @ 141.7 149.7 95 . 95 • sta. 3+50 206 Olivenhein Rd., e.b. Ins, n. !ane@ 140.5 149.7 • 94 . . 95 sta. 5+50 207 Oliveñhein Rd., e.b. Ins, n. lane @ 140.5 149.7 . 94 . .. .5 sta. 8+10 208 Olivenhein Rd., e.b. Ins., n. lane @ 139.8 149.7 93 . 95 • sta. 13+00 . .. . . . 212 Olivenhein Rd., e.b. Ins., middle 143.0 149.7 96 . 95 In. @ sta. 5+00 . 213 " " "sta 8+25 1430 1497 96 95 214 " " "sta 10+60 1398 1497 93 95 215 " " "sta. 14+00 139.8 149.7 93 . 95 216 Olivenhein Rd., e.b. Ins., s. lane @ 143.0 149.7 96 95 sta. 3+00 217 " " "sta 5+50 1398 1497 93 . 95 218 " " "@sta 9+00 1411 1497 94 95 219 " " "sta. 14+00 139.8 149.7 93 95 220 Olivenhein Rds., e.b.lns., n. In. 140.5 149.7 94 . 95 sta. 3+25 (2nd lift) . . . 221 " " "sta 6+20 139.8 149.7 93 . 95 222 " " "sta 9+00 141.1 1497 94 . 95 223 " " "@sta. 11+0... 140.5 149.7 94 . . 95 Comments: 'ret. # Lab #417 /149.7 pcf Stab.=48/ Distribution: City of Carlsbad/.D. Moore Reviewed by:. 5 55 David C. Wilson, RCE #54734 material\cests\asphfld.doc • S S 9177 SKY PARK CT • SUITE A • SAN DIEGO. CA 92123 (619) 278-3600 A LAW/CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES. INC. ASPHALT FIELD DENSITY SUMMARY PROJECT NAME: City of Carlsbad, Olivenhein Rd. DATE TESTED: 01/06/98 GAGE USED: 4108. PROJECT NO.: 70341.50396.10 . TECHNICIAN: R. Salisbury CLIENT City of Carlsbad REPORT DATE 01/22/98 TEST # LOCATION WET DENSITY (in place) MAXIMUM DENSITY*. COMPACTION . oh COMPACTIO4 REQUIRED 224 Olivenhein Rd., e.b. ins, n. lane @ 141.7 149.7 95 . . . .95 sta. 14+25 (2nd lift) 225 Olivenhein Rd., e.b. ins, middle 141.7 149.7 95 95 . lane @ sta. 2+50 (2nd lift) ,. . 226 Olivenhein Rd., e.b. Ins, middle 139.8 149.7 93 . 95 lane @ sta. 5+60 (2nd lift) 227 " " "@sta 8+50 (2nd lift) 140.5 149.7 94 95 228 " " "sta. 12±00 140.5 . 149.7 94 . 95 229 Olivenhein Rd., e.b. Ins., s. in. @ 140.5 149.7 94 . 95 sta. 4+00 (2nd lift) 230 " " 64 sta 7+50 1417 1497 95 95 231 " " "sta 10+00 141.1 1497 94 95 232 " " "@sta. 13+50 142.3 149.7 95 95 233 Access Rd. to mitigation site @ 139.2 149.7 93 95 sta. 0+00 . 234 " " "@center of cui de sac 139.2 . 149.7 93 95 235 Access Rd. sta. 0+50, south of 139.2 149.7 93 95 0+00 (e. part of Y) 236 Access Rd. to mitigation site @ 138.6 149.7 . 93 . 95 sta. 0+50, north of 0+00 Lomments: 'ret. # Lab #8417 /149.7 pct Stab.48/ Distribution: City of Carlsbad! D. Moore S Reviewed by: David C. Wilson, RICE #54734 material\tests\asphfld.doc . . 9177 SKY PARK CT • SUITE A • SAN DIEGO, CA 92123 (619) 2783600 LAW/CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES. INC. ASPHALT FIELD DENSITY SUMMARY PROJECT NAME: City of Carlsbad, Olivenhein Rd. DATE TESTED: 01/03/98 GAGE USED: 4108 PROJECT NO 70341.50396.10 TECHNICIAN: R. Salisbury CLIENT City of Carlsbad REPORT DATE 01/22/98 TEST # . LOCATION WET DENSITY (in place) . MAXIMUM DENSITY' COMPACTION COMPACTION REQUIRED 193 El Camino Rëal,'ñ.b. In., 15' from p147.6 152.2 97 ' 95 w. end (small area) 194 E.C.R., n.b. In., 20'from so. end, 4' 141.1 152.2 93 .. 95 from w.end (small area) 195 E.C.R., n.b. In., 7'-from w. end, 20' 141.1 152.2 93 " '95 from n. end (1g. area) 196 E.C.R., n.b. In.' 10' from w. end, 141.7 152.2 93 95. " 24' from s. end (1g. area) 197 ' E.C.R., n.b. In., 10' from e. curb, 140.5 152.2 92 95 14' from s. end (1g. area) 198 E.C.R., n.b. In., 6' from e. curb, 143.6 152.2 94 95 25' from s.end (1g. area) 199 E.C.R., n.b. ln.,30' from n. end, 139.8 152.2 92 95 18' from e. curb (1g. area) Lorn[nnLs: ret. Lab #841U /152.2 pcf Stab.=38/ Distribution: City of Carlsbad! D. Moore 'Reviewed by: David C. Wilson, RCE #54734 macerial\tests\asphfld.doc 9177 SKY PARK CT • SUITE A • SAN DIEGO, CA 92123 (619) 278-3600 CoOt' A LAW/CRANDALL A DIVISION OF LAW ENGINEERING RECEBIED AND ENVIRONMENTAL SERVICES. INC. ASPHALT FIELD DENSITY SUMMARY AUG 2 7 1997 FR I PROJECT City of Carlsbad, Olivenhein Rd. DATE TESTED: 0 8/ 1 1 /97 A!fMENT I GAGE USED 5394 PROJECT NO 70341 50396 10 TECHNICIAN H Aiwaque CLIENT:_City of Carlsbad REPORT DATE 0822/97 TEST # ______ LOCATION ______________________ \T DENSITY (in place) . MAXIMUM DENSITY* COMPACTION COMPACTION REQUIRED 99.. Olivenhein Rd. west bound In. @ 141 .6 149.6 95 95 sta. 10+5, 5' It. c/I 100 Olivenhein Rd., west bound In. ( 139.8 149.6 93 95 sta. 9+15, 9' It. c/I 101 Olivenhein Rd., west bound in. @ 140.4 149.6 94 95 sta8+05, 11' It. c/I 102 Olivenhein Rd., west bound In. @ 140.4 149.6 94 .. . 95 sta. 7+00, 7' It. c/I .. 103 Olivenhein Rd., west bound In. 139.8 149.6 93 95 sta. 5+95, 6' It. c/I 104 Olivenhein Rd, west bound In. @ 137.3 149.6 92 . 95 sta. 4+65, 23' It. c/I 105 Olivenhein Rd., west bound In. @ 134.8 149.6 92 . 95 sta. 3+55, 15' It. c/I 106 .. Olivenhein Rd., westbound In. @ 127.9 149.6 . 85 95 sta. 2+95. 32' rt. no. gutter (Seam) 107 Olivenhein Rd., west bound In. @ 139.2 149.6 93 95 sta. 13+50, 19' It. c/I (10' from north gutter) 108 Olivenhein Rd., west bound In. @ 136.7 . 149.6 91 95 sta. 1.2+50, 18' from no. gutter 109 Olivenhein Rd., west. bound In. @ 140.4 149.6 94 95 11+50 (7' from no. gutter) 110 Olivenhein Rd., west bound In. ® 134.2 149.6 90 95 sta. 8+75, 21' It. c/I Lornments: Distribution: City of Carlsbad/ D. Moore rnateriai\tescs\asph Md. doc ret.It, Lab #7974/149.6 pcf stab.=3 8 Reviewed by: David C. Wilson; RCE #54734 - 9177 SKY PARK CT • SUITE A • SAN DIEGO, CA 92123 - -I k (619) 278-3600 A LAW/CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES. INC. ASPHALT FIELD DENSITY SUMMARY PROJECT NAME: City of Carlsbad, Olivenhein .Rd. DATE TESTED: '.08/11/97 pg. 2/2 GAGE USED: 594 PROJECT NO 70341 50396 10 TECHNICIAN H Aiwaque CLIENT City of Carlsbad REPORT DATE 0822/97 TEST # . LOCATION . WET DENSITY (in place) .. MAXIMUM .DENS1* ,.,. . . COMPACTION COMPACTION REQUIRED 111 . Oliveñhein Rd., west bound in. 1 34.2 149.6 90 . .95 . sta. 8+95,37'.1t. c/I 112 Olivenhein Rd., west bound In. © 136.7 149.6 91 . 0 95 sta. 7+25, 23' It. c/I 113 Olivenhein Rd., west bound In: @ 133.5 149.:6 89 . . 95 sta. 6+81, 26' it. c/I 114 Olivenhein Rd., vest bound In. © 138.5 1'49.6 95 Sta. 5+75,30' It. c/I 115 Olivenhein Rd., west bound In. c 135.4 149.6 91. 95 sta. 4+25,45' It. c/I 116 Olivenhein Rd, west bound In. © 135.4 149.6 91 95 sta. 3+10, 19' from no. gutter 117 Olivenhein Rd., west bound In. © 136.7 149.6 91 95 sta. 1+95, 7' from no. gutter rer.. Lab 91974 /149.6 pcf Stab.=3 8/ Distribution: City of Carlsbad! D. Moore Reviewed by: avid C. Wilson, RCE 54734 materia\ts.s\aspht1d.dcc 9177 SKY PARK CT • SUITE A • SAN DIEGO, CA 92123 (619) 278-3600