HomeMy WebLinkAboutCT 83-02; LAS PLAYAS SUBDIVISION; ASPHALT PLANT & FIELD INSPECTION; 1986-11-03T-D2.
1' -J Testing Engineers—San Diego
-
f
A Division 'of United States Testing Company, Inc. -
3467 KurtzSt, P0 Box 80985, San Diego, Ca. 92138 (619) 225-9641 1I r J 29561ndustry Street, Oceanside, California 92054 (619) 757-0248
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
.'
. . LABORATORY REPORT .. .
'Client" - . . Job No. 5138
Sim J. Harris ' ' .. '.
Lab No. 0%-437
P.O. Box 3069 • . . ... . Date of Report 11-3-86
San Diego CA 92103
Project. Asphalt Plant &.Field Inspection
'Location Las Playas Subdivision Tractii83-2 Sampled By TESD Dat'e 10-17-86
Type of Material .3/4" Med. Max A C Submitted By TESD Date 10-17-86
Source of Material 'Southcoast Asphalt Location Sampled Jobsite '
Sieve Analysis. ASTM C136- ' Test 'Standards are ASTM unless otherwise noted
Sieve
Size''
" % Passing
' Accumulative Specification
-
'1¼" . -
1" 100 . 100
96 - 90-100
84 .
3/8" ' . 69 ' '60-84
No. ' 56 ' 40-60
40. 24-50
16 30
30 22 11-29.'
5 50 16
100 . '
200' 6.7
* Specification Data/Comments
-
' Test -. 4 Result..- Specificatiori TESTSTD
Asphalt ddntent, •% '' ' ' . . •.' D2172
Percent of Total Mix ' 5.5 -4.6 6.0 ' -
Wt.'-Per-100 Aggregate 5.8 -
Refers td aplicabl'e .rquireménts as listed' in the Standard .Specif ications for.
Public. Works (Green Book) dated.1985, for TypeIII,.Class B3 Asphalt Concrete.'
2) City of-Carlsbad TniSilva
2) -Sim J. Harris • - - .
.
ls
. . . .
- •. Testing Engineers--San Di'e'go . Reviewed by:
Oceans e Laboratory Manager
Testing Engineers—San D!ego
I,
A Division of United States Testing Company, Inc.
3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138(619) 225-9641 r J 2956 Industry Street, Oceanside, California 92054 (619) 757-0248
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
LABORATORY REPORT
Client Sim J. Harris Job.No. 5138
P.O. Box 3069 Lab No. 086-435
San Diego CA 92103 Date of Report 11-3-96
Project
Location Las Playas Subdivision a er c83-2 VSapled By TESD Date
Type of Material 3/4" Med. Max. A mitted By TESD Date in-n-
Source of Material Southcoast Asphalt Location Sampled Jnhsj-
SieveAnalvsis. ASTM Cl36-
Sieve
Size
% Passing
Accumulative 'Specification
2
1¼"
100•
____ ion go-ion
87
74 60-84
No. 4 60 4060
8 41 24-SO
16 35
30 28 11-29
50 18
100 8
200 3.8 1-9
* Specification Data/Comments
Test Standards are ASTh unless otherwise noted
Test Result 'Specification TEST STD
Asphalt Content. % P2172
Percent of Total Mix 5.3 4.6-- 6.0
Wt6 Per 100 Aggregate 5.6
Refers to applicable requirements as listed in the Standard Specifications for
Public Works (Green Book) dated 1985, for Type III, Class B3 Asphalt Concrete.*
2) City of Carlsbad - Tom Silva ( 2) Sim J. Harris • • /, /
ls • •
Testing Engineers--San Diego Reviewed by:
• eanside Laboratory Manager
__ . ..... .... crcP- Testing Engineers'—San Diego
-A Division of United States Testing Company, Inc.
.3467 K.uttzSL,P.O. Box80985, San Diego,Ca. 92138(619)225-9641 r J 2956 Industry Street, Oceanside, California 92054 (619) .757-0248
PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE
LABORATORY REPORT
Client Sim J. Harris Job No. •5138
P.O. Box 3069 . Lab No. 086-436
San Diego CA 92103 . • Date of Report 11-3-86
Project Asphalt Plant & Field Inspection
Location Las Playas Subdivision Tract IE83_2 Sampled By TEST) Date 10-90-86
Type of Material 1/2" Med. Max. A.C. . Submitted By TEST) Date 10-70-86
Source of Material Southcoast Asphalt Location Sampled Jobsite
Sieve Analysis. ASTM C136-
Sieve
Size
7. Passing
Accumulative 'Specification
2" - -
1!,"
3/4"100 . ......
.
89-100 100
3/6' 88 74-100
No. 4. . 66 - 50-78
B 49 32-60
16 39
30 29 14-38
50 19
100
200 6.3 2-10
* Specification Data/Comments
Test Standards are ASTM unless otherwise noted
Test .. Result 'Specification TEST STO
Aph1f r.nn-nt- . D2172
Percent of Total Mix 5.9 4.8 - 7,0
Wt; Per 100 Aggregate 6.3
Refers to applicable requirements as listed in the Standard Specifications for
Public Works (Green Book)dated 1985, forType III, Class C3 Asphalt Concrete.
2). city of Carlsbad - Tom Silva
2) Sim J. Harris
is
Testing Engineers--San Diego Reviewed by:
y .Davis
c a sid Laboratory Manager