HomeMy WebLinkAbout3466; OLIVENHAIN RD WIDENING & REALIGNMENT; PHYSICAL PROPERITES OF ASPHALT CONCRETE CORES; 1997-10-22A LAW/CRANDALL/
A DIVISION OF LAW ENGINEERING / AND ENVIRONMENTAL SERVICES. INC /
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PHYSICAL PROPERTIES OF ASPHALT CONCRfEORES
PROJECT: City of Carlsbad LAB NO.: 8219 JOB NO.: 70341-5-0396.10
LOCATION: Olivenhain Road SAMPLED BY: T. McClanahan DATE: 10/17/97
TYPE: 3/4" Type III-B3 SUBMITTED BY: T. McClanahan DATE: 10/17/97
SOURCE: SRMJCanyon Rock AUTHORIZED BY: D. Moore DATE: 10/17/97
PLANT NO.: 22 REVIEWED BY: P. Harris REPORT DATE: 10/22/97
CORE
ID
BULK
SP.GR.
UNIT WT.
PCF
AVG.
HEIGHT" COMPACTION
CORE
LOCATION
1 2.332 145.1 5.1 97.0 2+7-7' north of gutter
2 2.278 141.8 5.1 94.8 3+15-38' north of gutter
3 2.251 140.1 4.2 93.6 4+65.23' left of center line
4 2.305 143.5 3.5 95.9 8+75-21' left of center line
5 2.304 143.4 3.6 95.9 12+50-18' north of gutter
Percent Compaction Based on a Hveem Unit Weight of 149.6 from Sample on 8/11/97
Nuclear Density Locations from 08/11/97 % Compaction
1+95-32' right of north gutter 91
3+10-19' north of north gutter 91
4+65-23' left of centerline 92
4)8+75-21' left of centerline 90
5) 12+50-I8' north ofgutter 91
12, Reeved By:
David C. Wilson R.C.E. #
Distribution: City of Carlsbad/I). Moore
j: Iprj1carIsbad.cy1503961p- I Olrepor:Iasphcore. doc
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