HomeMy WebLinkAbout3865; PALOMAR AIRPORT RD & LA COSTA AV DRAINAGE; REPORT OF COMPACTION TEST DATA; 2003-05-21Testing Engineers-San Diego Inc Established 1946
- 7895 Convoy Court, Suite 18, San Diego, CA 92111
[858] 715-5800 Fax [858] 715-5810
REPORT OF COMPACTION TEST DATA
Project Name
Project Number OOeI 03 LII I Test Date _ IJ o-3. Page .4L. of 1._.
Client Ci// e/1
Test it Material Structure Test Location and Elevation or Depth relative to
k) .4e cr r /1Q/o'ia1 'i,,rt ied s 741
lia ii A/9 7 /f 5tz 7g 5
II
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Material S = Soil AC = Asphalt Concrete ATB = Asphalt Treated Base AB = Aggregate Base CTS '= Cement Treated Soil
LTS = Lime Treated Soil 0 = Other
Structure P = Pavement Structural Section F = General Fill N = NativLi-Soili WL = Waterline SS = Sanitary Sewer ST = Storm Sewer
U =Other Utilities W = Wall Backfill SC = Sidewalk Curb/Gutter 0 = Other
Nuclear Gauge Model and Serial Number
This report does not relieve the contractor of their responsibility for performance in accordance with the plans specifications and applicable
codes The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications
See accompanying Daily. Report for description of work and observations
TESD s Testing Technician - Name ,- ignature / 1 1
Clients or Contractors Acknowledgement Name Lignature '-I
White Office ' t YelloContrator Pink Field Technician
7
Testing Engineers-San Diego, Inc.
7895 Convoy, court, Suite 18,.San Diego, CA 92111
[8581 715-5800 Fax [858]- 715-5810
REPORTOF.CbMPACTiON TEST DATA
Established 1946
Project Name fC(1OIV1G I i4(pp r g •. ,
Project Number 0 '(i Test Date ' 0 Page J... of
Client Cgfti t)f' Cea ribd
.
Test # Material Structure Test Location and Elevation or Depth relative to... -
forri c1rc411 tléwiayi . 5t5&
_q i IT Stvr ' o t O 1 'i3fPzi
.
0 . . . I
. ' . . .
Material: S = Soil, AC = Asphalt Concrete, ATB= Asphalt Treated Base, AB Aggregate Base, CTS =Qement Treated Soil
LTS = Lime Treated Soil,O = Other .
Structure: P = Pavement Structural Section, F = General Fill, N'= Native Soil, WL = Waterline; SS = Sanitary Sewer, ST = Storm Sewer,
U = Other Utilities, W = Wall Backfill, SC = Sidewalk, Curb/GutterO = Other
..• S
Test ft 4
Probe Depth (inches) . .
Wet Density (pcf) -. • , IQ7. 1 f'j3.I 1 31,g o'-1
Dry Density (pcf) 153..'i5 j I010 I071 . ._. .
Moisture (%) .
' ' 1.6 51 17't . .__. .
MD Curve Number
Maximum Density (pcf) Iq5. 5 Iq5
Optimum' Moisture (%) . ' L.f.5 5. . 5 .
Relative Compaction. RC
Relative Moisture, RM
SpecifiedRC (%) .. ' . Q £ 7c.) q0,
Specified RM
Confórmánce (Yes/No) ' Ni '1'e:• (, )
Nuclear Gauge Model and Serial Number: Trfr . . ' .
This report does not relieve the contractor of their responsibility for performance in accordance with the plans, specifications and applicable
codes. The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications.
See accompanying Daily Report for description of work and observations. .
TESD's Testing Technician: Name: brie I (y#li q 16Z Signature:
Clien's or Contractor's Acknowledgement: Name: 40M Vignature:
White Office Yellow Contractor Pink- Field Technician
Testing Engineers-San Diego, Inc Established 1946
7895 Convoy Court, Suite 18, San Diego, CA 92111
[858] 715-5800 Fax [858] 715-5810
REPORT OF COMPACTION TEST DATA
Project Name
Project Number 2OC) ? C)3 ' I,Test Date __ IC1 0 3 Page _L_.. of
Client~. (1
Test # Material Structure Test Location and Elevation or Depth relative to
3 S $r
5*
Material S = Soil AC =Asphalt Concrete ATB = Asphalt Treated Base AB = Aggregate Base CTS = Cement Treated Soil
LTS=LimeTreated Soil 0,= Other
Structure P = Pavement Structural Section F = General Fill N = Native Soil WL = Waterline SS = Sanitary Sewer ST = Storm Sewer
U = Other Utilities W = Wall Backfill SC = Sidewalk Curb/Gutter 0
Test# 9
Probe Depth (inches)
Wet Density (pcf) ,. C I?-•( 3 Id5(o ______ ______ ______ ______ _
Dry Density (pcf)
Moisture /7
MD Curve Number
Maximum Density. (pcf)
Optimum Moisture (%)
Relative Compaction RC%)
Relative Moisture RM (%)
Specified RC (%) ?0 'IO
Specified RM (%)
Conformance (Yes/No)
Nuclear Gauge Model and Serial Number TroxIc.f
This report does not relieve the contractor of their responsibility for performance in accordance with the plans specifications and applicable
codes The contractor is responsible for scheduling retesting of reworked areas that have previously failed to meet specifications
See accompanying Daily Report for description of work and observations
TESDsTestingTechnician Name:Gtbrl,I iZ (o12Is'gnature
Clients or Contractors Acknowledgement Name (J(tLb7?1 Signature
White Office Yellow iContractor Pink Field Technician
Test # Material Structure Test Location and Elevationor Depth relative ta.. - P/?( On',l/?. 1 ! p7.. 121
I 5. .'3T .roJ4 ba,&J jflT 57/a 92 1-O 16 1JJE' gFIOh./
2 A 31\? 'i-Qi1 ,)A1) Jr 9.2 F (cS 2"J Rr(cd AC
Testing Engineers-San Diego, Inc. . Estab1fhed 1946
7895 Convoy Court, Suite 18, San Diego, CA. 92111
[858].715-5800 Fax. [858] 715-5810
REPORT OF COMPACTION TEST DATA
Project Name P/O!''p. .A1QR)T LA (iS11 4\E 7u.-)PFE- ')7(\IJJT:5
Project Number 260-2 - 034qj Test Date _Mit 16'003 . Page _JV _of2_
Client O4 (,A,2 cs lqNM A CC'pL.-rn
Material: S = Soil, AC = Asphalt Concrete, ATB = Asphalt Treated Base AB = Aggregate Base, CTS = Cement Treated Soil
LTS = Lime Treated Soil, 0 = Other ..
Structure: P = Pavement Structural Section, F = General Fill, N = Native Soil, WL = Waterline, SS = Sanitary. Sewer, ST = Storm Sewer,
U = Other Utilities, W = WallBackfill, SC = Sidewalk, Curb/Gutter, 0 = Other .
4 'C •i A5 (cCtE /hJ!3f- .Q(l ...
Test#
Probe Depth (inches) 19 I'
Wet Density (pcf) 31' 0 1 ico
Dry Density (pcf) lilt. /43.0
}Moisture(%) /7-4
MD', Number
Maximum Density (pcf)
Optimum Moisture (%)
Relative Compaction; RC(%) .
Relative Moisture, RM (%) . . .
Specified RC
Specified RM
Conformance (Yes/No)
Nuclear Gauge Model and Serial Number: CPi'i tic -s- 3/Al .050.
.
-
This report does not relieve the contractor of their responsibilityfor performance in accordance with the plans, specifications and applicable