HomeMy WebLinkAbout3286; PALOMAR AIRPORT ROAD WIDENING; FIELD DENSITY SUMMARIES 1999; 1999-09-11LAW
LAWGIBB Group MemberA
FIELD DENSITY SUMMARY
ASTM D2950
OCT go r.
CITY LbVARLSD
PROJECT NAME: City of Carlsbad, Palomar Airport Rd. DATE TESTED: 09/11/99 page 2/2
GAGE USED: 12/ thin lift PROJECT NO.: 7034 1.50396.22 TECHNICIAN: T. McClanahan CLIENT: City of Carlsbad REPORT DATE: 09/27/99
WET % MAX. % % TEST # TEST LOCATION DENSITY MOIST. DENSITY COMP. COMP. (in place) REQ'D 518 Palomar Airport Rd. e.b. lanes, Pt In. from s. 141.6 N/A 145.5 97 - 95 curb @ sta. 91 +00
519 Palomar Airport Rd. e.b. lanes, 2 d In. from s. 140.4 N/A 145.5 96 95 curb @ sta. 79+00
520 Palomar Airport Rd. e.b. lanes, 2 In. from s.. 142.7 N/A 145.5 98 95 curb @ sta. 83+00
521 Palomar Airport Rd. e.b. lanes, 2" In. from s. 140.7 N/A 145.5 97 95 curb @ sta. 86+00
522 Palomar Airport Rd. e.b. lanes, 2 In. from s. 145.0 N/A 145.5 100 95 curb @ sta. 88+00
523 Palomar Airport Rd. e.b. lanes, 2" In. from s. 139.9 N/A, 145.5 96 95 curb @ sta. 9 1 +00
Comments: ref. lab #10028 & #10029 for hveem/stabilometer results.
DISTRIBUTION:
City of Carlsbad/ B. Barth
REVIEWED BY: David C. Wilson, RCE #54734
Law/Crandall, A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A • San Diego. CA 92123
858-278-3600 • Fax 858-278-5300
LAW Crandall
FIE P JN(y
ASTM D2950
PROJECT NAME: City of Carlsbad, Palomar Airport Rd. DATE TESTED: 07/27/99 revised
GAGE USED: 12/ thin lift
PROJECT NO.: 70341.50396.22 TECHNICIAN: R. Salisbury
CLIENT: City of Carlsbad REPORT DATE: 08/01/99
TEST#
485
486
487
488
489
490
491
492
493
494
495
496
497
498
499
500
TEST LOCATION
Palomar Airport Rd. e.b. lanes, s. of c/i, #3
lane and bike lane @ sta. 77+25
Palomar Airport Rd. e.b. lanes, s. of c/I, #3
lane and bike lane @ sta. 78+25
Palomar Airport Rd. e.b. lanes, s. of c/I, #3
lane and bike lane @ sta. 79+25
Palomar Airport Rd. e.b. lanes, s. of c/i, #3
lane and bike lane @ sta. 80+25
Palomar Airport Rd. e.b. lanes, s. of c/I, #3
lane and bike lane @ sta. 81+25
Palomar Airport Rd. e.b. lanes, s. of c/i, #3
lane and bike lane @ sta. 82+25
Palomar Airport Rd. e.b. lanes, s. of c/I, #3
lane and bike lane @ sta. 83+25
Palomar Airport Rd. e.b. lanes, s. of c/i, #3
lane and bike lane @ sta. 84+25
Palomar Airport Rd. e.b. lanes, s. of c/I, #3
lane and bike lane @ sta. 85+25
Palomar Airport Rd. e.b. lanes, s. of c/I, #3
lane and bike lane @ sta. 86+25
Palomar Airport Rd. e.b. lanes, s. of c/i, #3
lane and bike lane @ sta. 87+25
Palomar Airport Rd. e.b. lanes, s. of c/I, #3
lane and bike lane @ sta. 88+25
Palomar Airport Rd. e.b. lanes, s. of c/I, #3
lane and bike lane @ sta. 89+25
Palomar Airport Rd. e.b. lanes, s. of c/I, #3
lane and bike lane @ sta. 90+25
Palomar Airport Rd. e.b. lanes, s. of c/I, #3
lane and bike lane @ sta. 91+25
Palomar Airport Rd. e.b. lanes, s. of c/I, #3
lane and bike lane @ sta. 92+25
WET % MAX.
DENSITY MOIST. DENSITY
(in place)
150.1 N/A 157.5
151.1 N/A 157.5
151.5 N/A 157.5
149.8 N/A 157.5
150.3 N/A 157.5
151.7 N/A 157.5
150.7 N/A 157.5
152.9 N/A 157.5
150.6 N/A 157.5
150.2 N/A 157.5
149.8 N/A 157.5
150.2 N/A 157.5
151.3 N/A 157.5
149.7 N/A 157.5
150.3 N/A 157.5
150.6 N/A 157.5
COMP
95
96
96
95
95
96
96
97
96
95
95
96
96
95
95
96
COMP.
REQ'D
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
95
Comments: ref. lab #9898 for hveem/stabilometer results. The hveem density =157.5 pcf..
DISTRIBUTION:
City of Carlsbad! B. Bah
REVIEWED BY:
David C. Wilson. RCE #54734
A Division of Law Engineering and Environmental Services. inc.
9177 Sky Park Court, Suite A
G\Eng\prj\SD Unified Port go, CA 92123
619-278-3600 • Fax 619-278-5300
LAW Crandall
LAWGIBB Group Member k
FIELD DENSITY SUMMARY
ASTM D2950
PROJECT NAME: City of Carlsbad, Palomar Airport Rd. DATE TESTED: 05/08/99
GAGE USED: 12/ thin lift
PROJECT NO.: 70341.50396.22 TECHNICIAN: S. Wagoner
CLIENT: City of Carlsbad REPORT DATE: 05/12/99
WET % MAX. % % TEST # TEST LOCATION DENSITY MOIST. DENSITY COMP. COMP.
(in place) REQ'D 327 W. bound lane@ sta. 87+00, 20' frm c&g 147.3 N/A 146.2 100 95 328 W. bound lane@ sta. 86+00, 20' frm c&g 148.6 N/A 146.2 100 95 329 W. bound lane@ sta. 85+00, 20' frm c&g 143.6 N/A 146.2 98 95 330 W. bound lane@ sta. 84+00, 20' frm c&g 144.1 N/A 146.2 99 95 331 W. bound lane@ sta. 83+00, 20' frm c&g 142.8 N/A 146.2 99 95 332 W. bound lane@ Sta. 80+00, 20' frm c&g 143.1 N/A 146.2 98 95 333 W. bound Iane@ sta. 78±00, 24' frm c&g 142.5 N/A 146.2 97 95 334 W. bound lane@ sta. 76+00, 26' frm c&g 141.9 . N/A 146.2 97 95 335 W. bound lane@ sta. 73+00, 20' frm c&g 143.3 N/A 147.5 97 95 336 W. bound Iane@ sta. 70±00, 25' frm c&g 143.7 N/A 147.5 97 95 337 W. bound Iane@ sta. 69+00, 25' frm c&g 141.9 N/A 147.5 96 95 338 W. bound Iane@ sta. 67+00, 12' frm c&g 142.8 N/A 147.5 97 95 339 W. bound lane@ sta. 66±00, 10' frm c&g 143.1 N/A 147.5 97 95 340 W. bound Iane@ sta. 65+00, 16' frm c&g 141.9 N/A 147.5 96 95 341 W. bound Iane@ sta. 64+25, 18' frm c&g 142.6 N/A 147.5 97 95 342 W. bound Iane@ sta. 63+75, 22' frm c&g 142.1 . N/A 147.5 96 95 343 W. bound lane@ sta. 63+00, 10' frm c&g 144.3 N/A 147.5 98 95 344 W. bound lane@ sta. 62+00, 6' frm c&g 143.6 N/A • 147.5 97 95
Comments: ref. lab #9600& 9602 for hveem/stabilometer results. The hveem density for 49600= 146.2 pcf and the
hveem density for 9602= 147.5 pcf..
DISTRIBUTION:
City of Carlsbadi B. Barth
REVIEWED BY:,____________________
David C. Wilson, RCE 54734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123 G\Eng\prj\SD Unified Port Dist\80097\P69\00 . Fax 619-278-5300
LAW Crandall
LAWGIBB Group Member A FIELD DENSITY SUMMARY
ASTMD295O
PROJECT NAME: City of Carlsbad, Palomar Airport Rd. DATE TESTED: 05/07/99
GAGE USED: 12/ thin lift
PROJECT NO.: 70341.50396.22 TECHNICIAN: D. Walsh
CLIENT: City of Carlsbad REPORT DATE: 05/12/99
WET MAX. % % TEST # TEST LOCATION DENSITY MOIST. DENSITY COMP. COMP.
(in place) REQ'D 298 E. bound lanes @ sta. 90±00 152.9 N/A 156.6 98 95 299 E. bound lanes @ sta. 70+00 153.5 N/A 156.6 98 95 300 E. bound lanes @ sta. 71+20 153.3 N/A 156.6 98 95 301 E. bound lanes @ sta. 72±25 153.7 N/A 156.6 98 95 302 E. bound lanes @ sta. 73+25 153.7 N/A 156.6 98 95 303 E. bound lanes @ sta. 74+25 152.4 N/A 156.6 97 95 304 E. bound lanes @ sta. 75+20 154.2 N/A 156.6 98 95 305 E. bound lanes @ sta. 76+20 157.8 N/A 156.6 100 95 306 E. bound lanes @ sta. 77+50 155.8 N/A 156.6 99 95 307 E. bound lanes @ sta. 78+65 155.1 N/A 156.6 99 95 308 E. bound lanes @ sta. 79+75 152.8 N/A 156.6 98 :95 309 E. bound lanes @ sta. 80±85 151.8 N/A 156.6 97 . 95 310 E. bound lanes @ sta. 82+00 152.3 N/A 156.6 97 95 311 E. bound lanes @ sta. 83±15 151.3 N/A 156.6 97 95 312 E. bound lanes @sta. 84+25 153.6 N/A 156.6 98 95 313 E. bound lanes @ sta. 85+40 153.1 N/A 156.6 98 95 314 E. bound lanes @ sta. 86+50 154.5 N/A 156.6 99 95 315 E. bound lanes @ sta. 87+60 151.4 N/A 156.6 97 95 316 E. bound lanes @ sta. 88+75 153.1 N/A 156.6 98 95 317 E. bound lanes @ sta. 89+90 . 153.2 N/A 156.6 98 95 318 E. bound lanes @ sta. 9 1 +00 151.7 N/A 156.6 97 95 319 E. bound lanes @ sta. 92-15 154.0 N/A 156.6 98 95
Comments: ref. lab #9594 for hveem/stabilometer results. The hveem density was 156.6 pcf.
DISTRIBUTION:
City of Carlsbad! B. Barth
REVIEWED BY:
David C. Wilson, RCE 454734
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123 G\Eng\prj\SD Unified Port Dist\80097\P 00 . Fax 619-278-5300
I
LAW Crandall
LAWGIBB Group Member
FIELD DENSITY SUMMARY
ASTM D2950
PROJECT NAME: City of Carlsbad, Palomar Airport Rd. DATE TESTED: 05/06/99
GAGE USED: 12/ thin lift
PROJECT NO.: 70341.50396.22 TECHNICIAN: D. Walsh
CLIENT: City of Carlsbad REPORT DATE: 05/10/99
WET MAX. % TEST # TEST LOCATION DENSITY MOIST. DENSITY COMP. COMP.
(in place) REQ'D 274 W. bound lanes @ sta. 73+00 151.6 N/A 156.7 97 95 275 W. bound lanes @ sta. 72+00 152.2 N/A 156.7 97 95 276 W. bound lanes @ sta. 7 1+00 150.9 N/A 156.7 96 95 277 W. bound lanes @ sta. 70+00 . 151.1 N/A 156.7 96 95 278 E. bound lanes @ sta. 69+50 150.4 N/A 156.7 96 95 279 E. bound lanes @ sta. 70+50 150.7 N/A 156.7 96 95 280 E. bound lanes @ sta. 71+50 152.5 N/A 156.7 97 95 281 E. bound lanes @sta. 72+50 153.9 N/A 156.7 98 95 282 E. bound lanes @ sta. 73+50 151.9 N/A 156.7 97 95 283 E. bound lanes @ sta. 74+50 152.6 N/A 156.7 97 95 284 E. bound lanes @ sta. 75+50 153.5 N/A 156.7 98 95 285 E. bound lanes @ sta. 76+50 157.3 N/A 156.7 100 95 286 E. bound lanes @ sta. 77+50 154.2 N/A 156.7 98 95 287 E. bound lanes @ sta. 78+50 152.3 N/A 156.7 97 95 288 E. bound lanes @ sta. 79+50 151.7 N/A 156.7 97 95 289 E. bound lanes @ sta. 80+50 151.6 N/A 156.7 97 95 290 E. bound lanes @ sta. 8 1+50 150.6 N/A 156.7 96 95 291 ' E. bound lanes @ sta. 82+50 153.3 N/A 156.7 98 95 292 E. bound lanes @ sta. 83+50 152.4 N/A 156.7 97 95 293 E. bound lanes @ sta. 84+50 153.1 N/A 156.7 98 95 294 E. bound lanes @ sta. 85+50 151.2 N/A 156.7 96 95 295 E. bound lanes @ sta. 86+50 152.1 N/A 156.7 97 95 296 E. bound lanes @ sta. 87+50 151.3 N/A 156.7 96 95 297 E. bound lanes @ sta. 88+70 152.0 N/A 156.7 97 95
Comments: ref. lab 49582 for hveem/stabilometer results. Thehveem density was 156.7 pcf.
DISTRIBUTION:
City of Carlsbad! B. Barth
REVIEWED BY:
David C. Wilson, RCE #547344
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
G\Eng\prj\SD Unified Port Dist\800 -P7
San Dieao, CA 92123
Fax 619-278-5300
L AW Crandall
LAWGIBB Group Member A
FIELD DENSITY SUMMARY
ASTM D2950
PROJECT NAME: City of Carlsbad, Palomar Airport Rd. DATE TESTED: 05/06/99
GAGE USED: 12/ thin lift
PROJECT NO.: 70341.50396.22 TECHNICIAN: D. Walsh
CLIENT: City of Carlsbad . REPORT DATE: 05/10/99
WET % MAX. %
TEST TEST LOCATION DENSITY MOIST. DENSITY COMP. COMP.
(in place) REQ'D
256 W. bound lanes @ sta. 91+OO 150.5 N/A 156.7 96 95
257 W. bound lanes @ sta. 90+00 153.8 N/A 156.7 98 95 258 W. bound lanes @ sta. 89+00 156.9 N/A 156.7 100 95 259 W. bound lanes @ sta. 88+00 155.3 N/A 156.7 99 95 260 W. bound lanes @sta. 87+00 151.8 N/A 156.7 97 95 261 W. bound lanes @ sta. 86+00 150.8 N/A 156.7 96 95 262 W. bound lanes @ sta. 85+00 153.8 N/A 156.7 98 95
263 W. bound lanes @ sta. 84+00 154.3 N/A 156.7 98 95 264 W. bound lanes @ sta. 83+00 153.0 N/A 156.7 98 95 265 W. bound lanes @ sta. 82+00 153.1 N/A 156.7 98 95
266 W. bound lanes @ sta. 81+0O 152.3 N/A 156.7 97 95 267 W. bound lanes @ sta. 80+00 151.7 N/A 156.7 97 95 268 W. bound lanes @ sta. 79+00 152.4 N/A 156.7 97 95 269 W. bound lanes @ sta. 78+00 150.7 N/A 156.7 .96 95 270 W. bound lanes @ sta. 77+00 151.9 N/A 156.7 97 95 271 W. bound lanes @ sta. 76+00 152.4 . N/A 156.7 97 95 272 W. bound lanes @ sta. 75+00 151.8 N/A 156.7 97 95 273 W. bound lanes @ sta. 74+00 151.4 N/A 156.7 97 95
Comments: ref. lab #9582 for hveem/stabilometer results. The hveem density was 156.7 pcf.
DISTRIBUTION:
City of Carlsbad! B. Barth
REVIEWED BY:
David C. Wilson, RCE #547344
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123 G\Eng\prj\SD Unified Port Dist\8009 7 .epojt Fax 619-278-5300
LAW Crandall
LAWGIBB Group Member A
FIELD DENSITY SUMMARY
ASTM D2950
PROJECT NAME: City of Carlsbad, Palomar Airport Rd. DATE TESTED: 05/03/99
GAGE USED: 12/ thin lift
PROJECT NO.: 70341.50396.22 TECHNICIAN: D. Walsh
CLIENT: City of Carlsbad REPORT DATE: 05/10/99
WET MAX. % % TEST # TEST LOCATION DENSITY MOIST. DENSITY COMP. COMP.
(in place) REQ'D 253 E. bound lanes deep patch @ sta. 80+45 144.5 N/A 154.3 94 95 254 E. bound lanes deep patch @ sta. 80+85 143.0 N/A 154.3 93 95 255 E. bound lanes deep patch @ sta. 81+00 143.1 N/A 154.3 93 95
Comments: ref. lab 49565 for hveem!stabilometer results. The hveem density was 154.3 pcf.
DISTRIBUTION:
City of Carlsbad! B. Barth
REVIEWED BY.
David C. Wilson, RCE #547344
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego, CA 92123 G\Eng\prj\SD Unified Port Dist\8009W-9 Fax 619-278-5300
LAW ICrandall
LAWGIBB Group Member A FIELD DENSITY SUMMARY
ASTM D2950
PROJECT NAME: City of Carlsbad, Palomar Airport Rd. DATE TESTED: 04/30/99
GAGE USED: 12/ thin lift
PROJECT NO.: 70341.50396.22 TECHNICIAN: D. Walsh
CLIENT: City of Carlsbad REPORT DATE: 05/10/99
WET' % MAX. % %
TEST # TEST LOCATION DENSITY MOIST. DENSITY COMP. COMP.
(in place) REQ'D
244 South side deep patch @ sta. 67+20 147.8 N/A 151.4 97 95
245 South side deep patch @ sta 69+00 144.9 N/A 151.4 95 95 246 South side deep patch @ sta. 69+60 145.8 N/A 151.4 95 95
247 South side deep patch @ sta. 69+05 144.9 N/A 151.4 95 95 248 South side deep patch @ sta. 69+75 145.0 N/A 151.4 95 95
249 South side deep patch @ sta. 69+40 144.8 N/A 151.4 95 95
Comments: ref. lab #9559 forhveemlstabilometer results. The' hveem density was 151.4 pcf.
DISTRIBUTION:
City of Carlsbad! B. Barth
REVIEWED BY:
David C. Wilson, RCE #547344
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
G\Eng\prjSD Unified Port Dist\8009. 0, CA 92123
Fax 619-278-5300
LAW Crandall
LAWGIBB Group Member A
FIELD DENSITY SUMMARY
ASTM D2950
PROJECT NAME: City of Carlsbad, Palomar Airport Rd. DATE TESTED: 04/29/99
GAGE USED: 12/ thin lift
PROJECT NO.: 70341.50396.22 TECHNICIAN: D. Walsh
CLIENT: City of Carlsbad REPORT DATE: 05/10/99
TEST # TEST LOCATION
233 South side deep patch @ sta. 70+00
234 South side deep patch @ sta; 70+50
235 South side deep patch @ sta. 7 1+00
(
WET MAX. % %
DENSITY MOIST. DENSITY COMP. COMP.
(in place) REQ'D
143.3 N/A 152.6 94 95
144.5 N/A 152.6 95 95
138.7 N/A 152.6 91 95
Comments: ref. lab #9558 for hveem/stabilometer results. The hveem density was 152.6 pcf.
DISTRIBUTION:
City of Carlsbad/ B.Barth
REVIEWED BY:
David C. Wilson, RCE #547344
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
Diego,San CA 92123 G\Eng\prj\SD Unified Port Dist\8009-
Fax 619-278-5300
LAW Crandail
LAWGIBB Group Member AL
FIELD DENSITY SUMMARY
ASTM D2950
PROJECT NAME: City of Carlsbad, Palomar Airport Rd. DATE TESTED: 04/28/99
GAGE USED: 12/ thin lift
PROJECT NO.: 70341.50396.22 TECHNICIAN: D. Walsh
CLIENT: City of Carlsbad - REPORT DATE: 05/10/99
WET % - MAX. % % TEST # TEST LOCATION DENSITY MOIST. DENSITY COMP. COMP.
(in place) REQ'D 224 North side deep patch @ sta.. 77+00 140.7 N/A 152.0 93 95 225 North side deep patch @ sta.- 87+50 137.6 N/A 152.0 91 95 226 North side deep patch @ sta. 88+75 143.7 N/A 152.0 95 95
Comments: ref. lab #9557 for hveem/stabilometer results. The hveem density was 152.0 pcf.
DISTRIBUTION:
City of Carlsbad! B. Barth
_ L-~O— REVIEWED BY:
'l RCE#547344 David.... Wilson,
[I
A Division of Law Engineering and Environmental Services, Inc.
9177 Sky Park Court, Suite A
San Diego CA 92123 G\Eng\prj\SD Unified Port Dist\8009 Fax 619-278-5300