HomeMy WebLinkAboutCT 83-10; GRAHAM INTERNATIONAL; PHYSICAL PROPERTIES OF ASPHALITIC CONCRETE LAB REPORT; 1983-12-30.•
___ C7r1i'7 r Testing Engineers—San Diego
3467 Kurtz Ste, P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641
I J 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730
PHYSICAL PROPERTIES OF 4S)?HAIC CONCRETE
LR I1P)
Client Graham Business-Plaza JAN 05 1984 Job No. 1763
2121 Palomar Airport Road Lab No. SD38-3937
Carlsbad, California 92008 Date of Report 12/30/83
Attn: Mike Loban CITY OF CAR1SBD
EfG!EERNG DERId1T Project Graham International II
Location 2111 Palomar Airpcirt- Road Sampled By KB/TESD Date 12/19/83
Type of Material 1/2" Max (Med) Asph. Conc. Submitted By KB/TESD Date 12/19/83
Source of Material South Coast Asphalt Co. Location Sampled Project Site
Sieve Analysis. ASTM C136-
Sieve
Size
% Passing
Accumulative Specification
2"
1½"
___ 100 100
99 89-100
3/8" 92 75-100
No. q 63 51-74
0 46 35-57
16 35 -
27 14-35
50 18 -
100 11 -
200. 7.3 0-11
* Specification Data/Comments
Test Standards are ASTM unless nt-ikPrwiqP net-ed
Test 'Result Specification TEST STO
Asphalt Content, % D2172
Wt.fMix 5.4
pha 5.7
-
Refers to applicable requirements as listed in the State of California Standard
Specifications, dated 1981, for 1/2" Max (Med) Asphalt Concrete.
(Contract Compliance Limits). -
(1) Graham Business Plaza-
.0-)"Hope Consulting Group
(1) Atkinson, Johpson & Spurner
(1) M.H. Golden Const. Co.
çW"City of Carlsbad
Il.•
Testing Engineers--San Diego Reviewed by:
"•'..•".•--- , -
-
FORM 7 JP
Testing Engineers—San Diego
3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 r J 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730
LABORATORY NUMBER SD840023 DATE December 23, 1983
Job No. 1763
(raharnBusinessP1aza
Carlsbad, California 92008
Project: Graham International II
2111 Palomar Airport Road
Carlsbad, California
Subject: Material sampled and submitted to the laboratory on 12/15/83,
identified as: Import D.G. from Lynch Pit, Vista, CA - light
brown D.G.; Secured from project site.
Procedure: Moisture density relations of soil, tested in accordance with
ASTh D-1557, Method C.
Results: M/D No. 2
#1 #2 #3
Dry weight per cubic foot 128.7 129.5 127.0
Percent moisture 7.1 8.8 10.6
Maximum dry density, lbs./cu. ft. --------------------------------- 129.5
Optimum moisture content, '% ----------------------------------- 8.5% -----------------------------8.5%
TESTING ENGINEERS-SAN DIEGO
Reviewed by:
(1) Graham Business Plaza
(1) Hope Consulting Group
(1) Atkinson, "Johnson & Spurner
(1) M. H. Golden Construction Co.
(1) City of Carlsbad
Eu JAIV6 1983
C/7-Y OF
0
FA
r J Testing Engineers—San Diego
yi V 3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 r J 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730
DAILY RESULTS IN PLACE DENSITY TESTS
DATE OF TEST 12/16/83 S LOCATIC
FILE No. 1763 . PROJECT
LAB. NO._SD84-0022 DATE OF REPORT 1 2/2'/R CONTRAC
TEST
NO. L 0 C A T I 0 N
IN PLACE
MOIST.
OPTIMUM MOIST. IN PLACE
DRY
DENSITY
MAX. DRY
DENSITY
PERCENT
REL. COMP.
REQUIRED
PERCENT
RELATIVE
COMP. R E M A R K S
3
Entrance drive into parking lot, 1'
south,45'westofnorthwestcorner 4.1 8.5 125.7 130.0 95 97 Complies
of building at finished grade
4
Entrance drive into parking lot, 55
south, 20' west of southwest corner 6.8 ..8.5 124.3 130.0 95 '96 Complies
of building at finished grade
5
Parking lot, 39' east of southwest
cornerofbuilding,12'southofcurb 7.1 8.5 130.4 130.0 95 100+ Complies
face at finished grade
6
Parking lot driveway, 117' south, 4"
east of southwest corner of building 5.6 1 8.5 125.9 130.0 95 97 Complies Wi
at finished grade
7
Parking lot driveway, 118' south, 50'
eastofsouthwestcornerofbuilding 5.8 8.5 129.6 .
'
130.0 95 100 Complies
at 0.1' below finished grade
THE ABOVE TEST RESULTS AND CALCULATIONS CONSTITUTE THE REPORTING OF FACTUAL DATA DERIVED FROM
TESTS MADE BY TESTING ENGINEERS -SAN DIEGO, FOLLOWING ASTM STANDARDS OR SPECIFIED PROCEDURES,
THESE RESULTS SHOULD NOT BE INTERPRETED AS ENGINEERING OPINION OR JOB CONTROL.
I7inall
Testing Engineers—San Diego
_ 3467 Kurtz St., P0. Box 80985, San Diego, Ca. 92138 (619) 225-9641 I J 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 758-3730
TEST
NO. L 0 C A T I 0 N
IN
PLACE
MOIST.
OPTIMUM
MOIST.
IN PLACE
DRY
DENSITY
MAX: DRY
DENSITY
PERCENT
REL. COMP.
REQUIRED
PERCENT
RELATIVE
COMP.
REMARKS.
_8
Parking lot between concrete drainage
swale and refuse storage area. 8'
north of center wall of refuse area
at finished grade 5.6 8.5 . 123.1 130.0 95 95 Complies
9
Southeast entrance to parking lot,
7' north. 33' west of hydrant at south
east corner of parking area at
finished grade 7.0 8.5 128.8 130.0 95 99 Complies
10
Parking lot driveway, 460' south, 25'
west _of_ sou thwest_ corner ofbuilding 8.2 8.5 124.5' 130.0 95 96 Complies
at finished grad '.
(1) Graham Business Plaza
- (1) Hope Consulting Group
(1) Atkinson, Johnson & Spurner
(1) M.H. Golden Construction Co.
(1) City' of Carlsbad
TESTING' ENGINEERS-SAN DIEGO
REVIEW 0 BY