HomeMy WebLinkAbout36671B; LA GRAN VIA REMOVAL AND RECONSTRUCTION; FIELD DENSITY REPORTS 1999; 1999-06-02LAW Crandall
LAWGIBB Groun Member A
FIELD DENSITY SUMMARY
ASTMD2950
PROJECT NAME: City of Carlsbad, La Gran Via DATE TESTED: 06/25/99
GAGE USED: 2084/ thin lift
PROJECT NO.: 7034 1.50396.27 TECHNICIAN: T. McClanahan
CLIENT: City of Carlsbad REPORT DATE: 07/08/99
WET % MAX. % %
TEST # TEST LOCATION DENSITY MOIST. DENSITY COMP. COMP.
(in place) REQ'D
44 Roadway @ sta. 26+00, e.b. lanes 4' from 137.2 N/A 144.3 95 95
curb
45 Roadway @ sta. 24+50, e.b. lanes 4' from 140.1 N/A 144.3 97 95
gutter
46 Roadway @ sta. 22+75, e.b. lanes 5' from 138.7 N/A 144.3 96 95
curb
47 Roadway @ sta. 20+55, e.b. lanes 4' from 139.8 N/A 144.3 97 95
curb
48 Roadway @ sta. 18+50, e.b. lanes 5' from 136.6 N/A 144.3 95 95
curb
49 Roadway @ sta. 17+00, e.b. lanes 3' from 138.3 N/A 144.3 96 95
curb
50 Roadway @ sta. 17+25, middle lane 15' 136.4 N/A 144.3 . 95 95
from curb
51 Roadway @ sta. 18+45, middle of street 15' 134.6 N/A 144.3 93 95
from curb
52 Roadway @ sta. 19+50, middle of street IS' 136.3 N/A 144.3 94 95
n. of curb
53 Roadway @ sta. 20+50, middle of street 15' 138.9 N/A 144.3 96 95
n. of curb
54 Roadway @ sta. 24+75, middle of street 15' 135.6 N/A 144.3 94 95
n. of curb
55 Roadwaysta. 26+50, middle of streeI5' 130.7 N/A 144.3 91 95
from curb
56 Roadway @ sta. 17+00, w.b. lanes 4' from 138.1 N/A 144.3 96 95
curb
57 Roadway @ sta. 18+00, w.b. lanes 3' n. of 135.1 N/A 144.3 94 95
curb
58 Roadway @ sta. 19+00, w.b. lanes 4' from 1343 N/A 144.3 93 95
curb
59 Roadway @ sta. 20+00, w.b. lanes 3' from 135.9 N/A 144.3 94 95
curb
60 Roadway @ sta. 22+25, w.b. lanes 3' from 136.6 N/A 144.3 95 95
curb
61 Roadway @ sta. 25+00, w.b. lanes 4' from 133.7 N/A 144.3 93 95
curb
Comments: ref. lab #9776 for hveem!stabilometer resuls. The hveem density was 144.3 pcf.
DISTRIBUTION:
City of Carlsbad! V. Gin -
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
619-278-3600 • Fax 619-273-5300
LAW Crandall
FIEL9 LAY
ASTMD295O
PROJECT NAME: City of Carlsbad, La Gran Via DATE TESTED: 06/24/99
GAGE USED: 2084/ thin lift
PROJECT NO.: 7034 1.50396.27 TECHNICIAN: T. McClanahan
CLIENT: City of Carlsbad REPORT DATE: 07/08/99
WET MAX. % %
TEST # TEST LOCATION DENSITY MOIST. DENSITY COMP. COMP.
(in place) REQ'D
37 Roadway patch #1 @ sta. 24+60, rt. side 122.7 N/A 144.8 85 95
38 Roadway patch #1 @ sta. 24+60 rt. side 131.0 N/A 144.8 90 95
39 Roadway patch 92 in front of cross gutter @ 137.7 N/A 144.8 95 95
Calina Way
40 Roadway patch 95 @ sta. 20+00, It. side 125.6 N/A 144.8 87 95
41 Roadway patch 97 @ sta. 20+00, rt. side 126.1 N/A 144.8 87 95
42 Roadway patch #8 @ sta. 18+50, uneven 106.0 N/A 144.8 73 95
surface due to test being taken in trench and
compactive effort being performed by
whackers
43 Roadway patch #8 @ sta. 18+50, rt. side 128.7 N/A .144.8 89 95
NOTE: THESE
/
AREAS WERE PATCHED AREAS, THE MATERIAL WA-S BEING COMPACTED WITH A HAND
WHACKER AND THE SUBGRADE WAS STILL PUMPING. ONLY THE FINAL LIFT WAS COMPACTED WITH A
ROLLER.
Comments: ref. lab #9770 hveem/stabilometer results. The hveem density was 144.8 pcf.
DISTRIBUTION:
City of Carlsbad! V. Gin
REVIEWED BY: D
avid C.Wilson,R4734
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 Fax 619-278-5300
LAW/C RAN DALL
9177 Sky Park Ct.,Ste A San Diego,CA 92123
REPORT OF FIELD DENSITY TESTS
61 127 TZ
CITY OF cARLSQ9,.
JOBNO.: 41.50396.27 CLIENT: City of Carlsbad
PROJECT: La'Gran Via, City of Carlsbad
La Gran Via, Carlsbad
TEST
NUMBER
MOISTURE
CONTENT
(%)
DRY
DENSITY
(PCF)
PROCTOR
NUMBER
COMPACTION (%)
SPECIFIED
COMPACTION
(%) TEST
METHOD
ELEVATION
OR
DEPTH
Tests Performed On 06 /24/)9 26 9.9 120.5 1 100 95 3 -1.5' 27 11.7 117.4 1 98 95 3 -1.5' 28 16.9 110.5 1 92 << 95 3 -1.5' 29 19.3 106.8 1 89 << 95 3 -1.5' 30 5.8 129.2 1 100+ - 95 3 -1.5' 31 11.5 119.3 1 99 95 3 -1.5' 32 11.2 122.4 1 100+ 95 3 -1.5' 33 12.4 116.1 1 97 95 3 -1.5' 34 13.9 116.2 1 97 95 3 Sta. 35 13.1 114.9 1 - 96 95 3 -1.5' 36 9.7 122.9 1 100+ 95 3 -1.5' TEST LOCATIONS:
26 Sta. 2+60, rt. side 39' x 10.75' 27 Sta. 2+60, rt. side 39' x 10.75' 28 Sta. 2+60, rt. hide 39' x 10.75' 29 In front of cros gutter a: Calina Wy 30 In frox t of cros gutter @ Calina Was' 31 Sta. 2+00, it. ide 7' x 22 1 32 Sta. 2+00, it. pside 7' x 2 1
33 Sta. 2(+00, rt. side 7.5' k 27'
34 20+00, rt. side 7.5' x 27'
35 Sta. U +50, rt. ride 7' x 0' 36 Sta. U +50, rt. ride 7' x 0 1
-
TEST COMPARED TO: REMARKS
- PROCTOR MAXIMUM DRY OPTIMUM Performed In General Accordance With: NUMBER DENSITY MOISTURE 3 - ASTM D2922 (PCF) (%)
1 120.0 11.5 << Denotes Less than Specified Compaction
DISTRIBUTION:
City of Carlsbad/Mr. R. Cook (1C,1B,1D,1A1L)
RESPECTFULLY SUBMITTED:
David C. Wilson, RICE #54734
LAW Cra'ndall
LAWGIBB Group Member
FIELD DENSITY SUMMARY
ASTM D2950
PROJECT NAME: City of Carlsbad, La Gran Via DATE TESTED: 06/17/99
GAGE USED: 2084/ thin lift
PROJECT NO.: 7034 1.50396.27 TECHNICIAN: B. Kent
CLIENT: City of Carlsbad REPORT DATE: 06/23/99
WET % MAX. % % TEST # TEST LOCATION DENSITY MOIST. DENSITY COMP. COMP.
(in place) REQ'D 9 Roadway @2815 La Gran Via 137.0 N/A. 147.4 93 95 10 Roadway ®2805 La Gran Via 142.1 N/A 147.4 96 95 11 Roadway 2804La Gran Via 136.6 N/A 147.4 93 95 12 Roadway @2773 La Gran Via 139.0 N/A 147.4 94 95 13 Roadway @ 2772 La Gran Via 138.2 N/A 147.4 94 95 14 Roadway @2763 La Gran Via 137.5 N/A 147.4 93 95 15 Roadway ®2762 La Gran Via 142.1 N/A 147.4 96 . 95 16 Roadway 2752La Gran Via 142.5 N/A 147.4 97 95 17 Roadway2745 La Gran Via 136.6 N/A 147.4 93 95 18 Roadway @ 2742 La Gran Via 135.7 N/A 147.4 92 95 19 Roadway @2737 La Gran Via 138.8 N/A 147.4 94 95 20 Roadway @ 2722 La Gran Via 139.0 N/A 147.4 94 95 21 Roadway @ 2729 La Gran Via 137.2 N/A 147.4 93 95 22 Roadway ®2712 La Gran Via 142.0 N/A 147.4 96 95 23 Roadway @ 2721 La Gran Via 141.7 N/A 147.4 96 95 24 Roadway2702 La Gran Via 135.9 N/A 147.4 92 95 25 Roadway @ 2701 La Gran Via 139.0 N/A 147.4 94 95
Comments: ref. lab 9742 & 49743 for hveem/stabilometer results. The hveem density was 147.4 pcf.
DISTRIBUTION:
City of Carlsbad! V. Gin
REVIEWED BY: -~2
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.\ OO . Fax 619-278-5300