HomeMy WebLinkAbout3187; KELLY DRIVE AT EL CAMINO REAL; MATERIAL LAB TEST REPORTS; 1986-02-27A
I, 7AF #
'ORM 7 J P
Testing Engineers -San Diego tpN
A Division of United States Testing Company, Inc.
3467-Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641
2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248
LABORATORY NUMBER DATE
086-150 February 27, 1986.
Job No.. 5024
City of Carlsbad, Engineering Dept.
Attn: Mr. Pat Entazari
1200 Elm Avenue
Carlsbad CA 92008
Project: Annual Material Testing Services
Capital Improvement Program P.O. B-14426
Kelly Dri-ve and El Camino Real Traffic Signal
Subject: Material
'
sampled by Testing Engineers-San Diego.personnel and submitted
to the laboratory on February 24, 1986, identified as:
M/D No. 1 _Existing Class II Base Material, secured from trench
on-Kelly Drive..
M/D No. 2 BroWn.sandy silty clay, secured from trench in the
center of El Camino Real.
Procedure: Moisture density relations of soil, tested-in accordance with ASTM-'
D 1557,.Method A.
Results: M/D No. 1 #1 #2 #3
Dry weight per cubic foot .132.3 136.2 134.3
Percent moisture 3.7 6.0 - 8.3
Maximum dry density, lbs./cu. ft. 136.5
Optimum moisture 6.5
M/D No.' 2
Dry weight per cubic foot 127.2 128.1 122.5
Percent moisture 8.2 10.7 12.8
Maximum dry density, lbs./cu. ft. - . --' 128.8 -
Optimum moisture 10.0
TESTING ENGINEERS-S-AN DIEGO
Review d boy:
a Ken th M. Rowe
North County Branch Manager
2) City of Carlsbad
FORM 7 JP
stin a Engineers -San Diego
A Division of United Stat6s Testing Company, Inc.
3467 Kurtz St., P. 0. Box 80985, San Diego, Ca..-,92138 (619) 225-9641
2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248
LABORATORY NUMBER DATE
086-150 February 27, 1986.
Job No. 5024
City of Carlsbad, Engineering Dept.
Attn: Mr. Pat Entazari
1200 Elm Avenue
Carlsbad CA 92008
Project: Annual Material Testing Services
Capital' Improvement Program P.O. B-1-4426
Kelly Drive and El Camino Real Traffic Signal
Subject: Material sampled by Testing
i
Engineers-San Die go personnel and submitted
to the-laboratory-on February 24'. 1986, identified as:
M/D No. 1 Existing Class II Base Material, secured from trench
on Kelly Drive.
M/D No. 2 - Brown sandy silty clay, secured from trench in the
center of El Camino Real.
Procedure: Moisture density relations of soil, tested in accordance with.ASTM-
D 1557, Method.A.
Results: M/D No. 1 #1 #2 #3
Dry weight per cubic.f6ot 132 3. 136.2 134.3
Percent moisture 3:7 6.0 8.*3
Maximum dry density, lbs./cu. ft. - 136.5
Optimum moisture - 6.5
M/D No. 2
Dry weight per cubic foot 127.2 -128.1 122.5
Percent moisture 8.2 10.1 12.8
Maximum dry density, lbs./cu. ft. - 128.8
Optimum moisture 10.0
TESTING ENGINEERS-SAN DIEGO
Revi:
ew da bDy:
1 Ken th M. Rowe
North CountykBranch Manager
2) City of Carlsbad
Testina Enaineers -San Diego
A Division of United States Testing Company, Inc. .04
3467 kurtz St., P. 0. Box 80985,San Diego, Ca. 92138 (619) 225-9641
2948 Industry Street, Suite B, Oceanside,. Ca. 92054 (619) 757-0248
DAILY RESULTS - IN PLACE DENSITY TESTS
DATE OF TESTFebruary 24.25/1986 JOB DATA City of Carlsbad- Capitol Improvement P.O. B-14426
FILE. No 5024 PROJECT Kelly Dr. and El Cam.ino Dr. Traffic Signal
LAB. No 086-151 DATE OF REPORT_ 2LL7j 8 6 CONTRACTOR
TEST No. L 0 C A T 1 0 N
PLIN
C
AC
OPTIMUM MOIST. IN PLACE
DRY
MAX. DRY
DENSITY
PERCENT REL. COMP. PERCENT RELATIVE REMARKSI_ MOIST. DENSITY REQUIRED COMP.
Electric trench Kel.ly Dr. 40.'W of El DOES NOT CONFORM 1 Camino,15'N of S curb @ subgrade 6.6 6.5 126.2 136.5 95.0 92.0
Electric trench Kelly Dr. 40'W of El . DOES NOT CONFORM 2 Camino,15'S on N curb @ subgrade 5.1 6.5* 126.1 136.5 95.0 92.0
Center of El Camino in electrical DOES NOT CONFORM
3. trench @ subgrade. 11.2 10.0 120.5 128.8 95.0 94.0
2/25 CONFORM 4 RETEST #3 6.9 10.0 125.2 128.8 -95.0- 97.0
5 RETEST #2 4.0 6.5* 133.9 136.5 95.0 98.0 CONFORM
6 RETEST #1 4.0' 6.5'. 134..2 1.3.6.5 95.0 98.0 CONFORM
2) City of Carlsbad
P. Entazari 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.
: .- 0
jc
TESTING ENGINEERS -SAN DIEGO
R Er_ V 11 E WVV E DO B Y
hunty B_r_a_n-c-h Manager Kenne h M. Rowe, North
Testing Engineers -San Diego
A Division of United states Testing Company, Inc..
3467 Kurtz St., P.O. Box 80985, San Diego, Ca.'92138 (619) 225-9641
2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248
DAILY RESULTS - IN PLACE DENSITY TESTS
DATE OF TESTEebruary 24,2-5/1986 JOB DATA City of Carlsbad- Capitol Improvement P.O. B-14426
FILE No 5024 PROJECT Kelly Dr. and El Camino Dr. Traffic Signal'
I-AB. No 086-151 DATE OF REPORT 2/27/86 CONTRACTOR
TEST
No. L 0 C A T 1 0 N
IN PLACE OPTIMUM MOIST. IN PLACE DRY MAX. DRY DENSITY PERCENT REL. COMP.' PERCENT RELATIVE REMARKS
MOIST. DENSITY REQUIRED COMP.
Electric trench Kelly Dr. 40'W of El DOES NOT CONFORM 1 Camino,151N of S curb @ subgrade 6.6 6.5 126.2 95.0 92.0
Electric trench Kelly Dr. 40'W of El . DOES NOT CONFORM 2 Camino,15 1S on N curb @ subgrace 5.1 6.5 126.1 136.5 95.0 92.0
Center,of El Camino in electrical DOES NOT CONFORM 3 trench @ subgrade 11.2 10.0 120.5 128.8 95.0 94.0
2/25
4 - RETEST #3 6.9 10.0 125.2 .128.8 95.0 97.0 COMM,
COMM 5 RETEST #2 4.0 6.5 133.9 136.5 95.0 98.0
6 RETEST #1 4.0 6.5 134.2 136.5 95.0 98. 0 CONFORM
2). City of Carlsbad.
P. Entazari THE ABOVE TEST RESULTS AND CALCULATIONS CONSTITUTE THE REPORTING OF FACTUAL DATA DERIVED FROM
TESTS MADE 13Y TESTING ENGINEERS-SAN DIEGO, OOLLOWING ASTM STANDARDS OR SPECIFIED PROCEDURES.
THESE RESULTS SHOULD NOT BE INTERPRETED AS ENGINEERING OPINION OR JOB CONTROL.
ic
TESTING ENGINEERS-SAN DIEGO
R E VV 11 EQ WVV E D BY
Kenne h M. Rowe, North ~ounty'B_r_a_n--ch Manager