HomeMy WebLinkAbout0; Mull's Addition Map 514; Soils Report; 1966-09-08.* ‘t , /.” ; r’ /
CliESSiiHAlJS ENGINEERS
COA!SULT/NG C/V/L ENG/A’EE/?S 528 SOUTH HILL STREET + OCEANSIDE. CALIFORNIA + PHONE 7225126 DONALD F. ORESSELHA”S. C.E. E. BRllN SHIT”. C.E.
September 8, 1966
Helton Construction Company
2829 State Street
Carlsbad, California
Re: Job No. 2-2557
Portion Mull’s Addition,
Map 514, Carlsbad, Calif.,
Subject: Report of Soil Compaction Control
Gentlemen:
In compliance with the request of Mr. Gary Helton, we have inspected
and tested the natural ground and in,ported fill placed on the reference
property.
The natural ground was cleared of debris and vegetation, scarified,
ri:oistened and conpacted to not less than 9370 of the maximum dry
density as derermined by A. E. T. M. D 1557-58T test nbethod. The
imported fill, consisting of brown fine sand, v~as placed in layers of
approximately six inches in thickness and uniformely compacted to at
least 90% cf the E-L axing un; density.
Field density tests were n a& in the fill to determine the degree of
campaction. The results of the field density tests are reported on the
enclcoure. The apprcximate location of each test is shown on the
enclosed plot plan.
Laboratory tests were made to determine the maximum density and
optimum moisture of the fill soils. The results of the laboratory
tests are shown on the enclosed Compaction Diagram.
DRESSELHAUS ENGINEERS 2-2557
Page 2
9-8-66
The results of the field density tests and laboratory tests indicate the fill
is con:pacted to not less than 90% of the maxinxml density.
Respectfully submitted,
DRZLSI;:LHAUS FLNGINEEYRS
I?. Brian Smith KCE 13, 817
EBs:ct
Enclosures: Plot Plan
R,eport cf Field Den&y Tests
cc: City of Carlsbad, Bldg. Dept./
Date : September 8, 1966
Re: Job No. 2-2557
He&on Constniction Co.
2829 State Street
Carlsbad, California
REPCRT OF FIELD DENSITY TESTS
Date &
Test #
8-30-66
Depth Ft. Location
% Field Lab. “k
Moisture Density Density Compaction:
1
E-31-66
5
6
7
9-l-66
8
9
Natural
Ground
1. 3’ of Fill
1. 5’ of Fill
2. 0’ of Fill
2.0’ of i?ill
2. 5’ of Fill
3. 0’ of Fill
Finish Grade
Finish Gradeq
5, /ly center of
bldg. pad. 8.6
52’. Corner
of fill 7. 18
NV: Corner 7. 02
of fill
NV. Corner 7. 23
of fill
See Remedial Test #5
114.6 126. 0 90. 1
116. 9 128. 0 9 1. 2
115. 8 128. 0 90. 5
108.8 128. 0 84. 8
Nip Corner of Fill 7.16 117. 6 128. 0 91. 8
SV, Corner of Fill 5. 67 117. 9 128. 0 92. 1
b: Center of Fill 8. 36 123. 4 128. 0 96.4
S. Center of Bldg. Pad 4. 75 123. 9 128. 0 96.8
Center of bldg. pad 7.52 115. 0 128.0 90. 0
r,siv / ,’
cuwes of 100% saturation for specific gravity
HELTON CONSTRUCTION CO.
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DRESSELHAUS ENGINEERS
528 South Hill Street
Oceanside, California 92054
SCHEDULE OF FEES
CONSULTING ENGINEER
Court Appearance per day or any portion thereof . .
Court Preparation . . . . . . . . . . . . . . . . . .
General . . , , . . . . . . . . . . . . . . . . . . . .
PRINCIPAL ENGINEER . . . . . . . . .
SUPERVISING ENGINEER . . . . . . . , . .
SENIOR ENGINEER /SENIOR GEOLOGIST . . . . . . .
ASSOCIATE ENGINEER . . . . . . . . . . . . . . .
ASSISTANT ENGINEER: TECHNICIAN, LAB & FIELD
(Continuous Inspection by Quotation)
per hour
200.00
25.00
20.00
15.00
12.50
12.00
10.00
8.00
TYPING-STENO . . . . . . . . . . . . . . . . . . per hour 4. 50
FIELD CREWS: Fully Found
Z-Man Crew . . . . . . . . . . . . . . . . .
3 -Man Crew . . . . . . . . . . . . . . . . .
4-Man Crew . . . . . . . . . . . . . . . .
Plus Travel, Wood and Pipe Monuments
Pipe l/Z” to 1” diam. - 18” long . . . . . .
Pipe l-l 12” to 2” diam. - 18” long . . . . .
MINIMUM FIELD CHARGES, INCLUDING TRAVEL . . .
MILEAGE CHARGES (From the nearest office.) . . . per mile
PRINTING CHARGES:
8-l/2” x 11” .................
18” x 30” ...................
24” x 36” ...................
(Minimum Charge - $1.00)
TELEPHONE ..................
AEROPLANE - (Tachometer Hours) .........
. . . . .
per hour
per hour
per hour
per hour
per hour
per hour
per hour
per hour
per hour
each
each
. . . .
per sheet
per sheet
per sheet
cost
per hour
20.00
29.00
34.00
1.00
2.00
25.00
. 12
.09
.27
. 54
12.00
OUTSIDE CONSULTANTS AND SERVICES . . . , . . cost plus 10%
OUT-OF-TOWN EXPENSES . . . . . . . . . . . . cost
DELINQUENT ACCOUNTS will be charged interest at the rate of 10%
Form No. 87 1~27.66 SheeA 1.
-
Schedule of Fees
Sheet 2.
MATERIAL TESTING
CONCRETE & RELATED PRODUCTS
AGGREGATES FOR CONCRETE, GUNITE, MORTAR & PLASTER
GRADATION . . . . . . . . , . . . . . . . . each
WEIGHT PER CUBIC FOOT . . . . . . . . . . each
SPECIFIC GRAVITY . . . . . . . . . . . . . each
ABSORPTION-COARSE & FINE AGGREGATES . . each
LIGHTWEIGHT PIECES IN AGGREGATE . . . . each
PERCENTAGE SHALE . . . . , . . . . . . . each
PERCENTAGE CLAY, HYDROMETER METHOD . each
PERCENTAGE FLAT AND/OR ELONGATED
PARTICLES . . . . . . . . . . . . each
NO. 200 WASH . . . . . . . . . . . . . each
ORGANIC IMPURITIES
SOUNDNESS BY SODIUM OR’ MAGNESIUM . . ’ .
each
METHOD (FIVE CYCLES) . . . . . . . . each
$ 5.00
3. 50
4.00
5.00
3.50
5.00
15.00
3.50
3. 50
3.50
37.50
CEMENT: PHYSICAL & CHEMICAL
MILL SAMPLES
TYPE I ................ per barrel .04
TYPE II ................ per barrel .05
JOB SAMPLED
TYPE I, II, OR III ........... cost
CONCRETE MIXES
DESIGN MIX (Includes complete analysis of Aggregates,
calculating proportions of Cement, Aggregates and
Water) . . . . . . . . . . . . . . . . . each
ADDITIONAL DESIGN MIX (Based on original
materials analysis) . . . . . . . . . . . . each
LIGHTWEIGHT DESIGN MIX (Includes complete
analysis of Aggregates, calculating proportions
of cement, aggregates, and water.) . . . . each
ADDITIONAL LIGHTWEIGHT DESIGN MIX
(Based on original materials analysis.) . . each
CONCRETE TESTS
CONCRETE CYLINDER COMPRESSION TEST . . each
GUMTE CYLINDER COMPRESSION TEST . . . . each
50.00
22.50
65.00
25.00
3. 50
4. 50
Form No. 87 l-27-66
Schedule of Fees
Sheet 3.
COMPRESSION TEST ON CONCRETE
CORES, 4” to 8” in Diameter . . . . . . .
STORAGE CHARGE FOR CYLINDERS NOT
TESTED . . . . . , . . . . . . . . . .
SLUMP CONES AND RODS ($20.00 Deposit) . . .
MORTAR AND GROUT:
COMPRESSION TESTS OF MORTAR
CYLINDERS, 2” x 4” . . . . . . . . . .
COMPRESSION TESTS OF GROUT PRISMS . . .
PROPORTION OF CEMENT AND AGGREGATE IN
MORTAR . . . . . . . . . . . . . . . .
BRICK:
COMPRESSION TEST (Five Required) . . , . .
COMPRESSION TEST OF BRICK CORES . . . .
SHEAR TEST ON BRICK CORES . . . . . . . .
ABSORPTION TEST:
24 hours Test (Five Required) . . . . . .
5 hours Boiling (Five Required) . . . . .
MODULUS OF RUPTURE (Five Required) . . . .
CONCRETE BLOCK:
COMPRESSION TEST OF CONCRETE BLOCK . .
COMPRESSION TEST OF MASONRY CORES , . .
SHEAR TEST ON MASONRY CORES . . . . . .
MOISTURE CONTENT AS RECEIVED . . . . .
ABSORPTION TEST (24 Hours) ........
SHRINKAGE TEST ..............
UNIT WEIGHT . . . . . . . . . . . . . . . .
each $ 6.00
each
per day
1.50
1.00
each
each
3. 50
3. 50
each 20.00
each 3. 50
each 5.00
each 18.50
each
each
each
3. 50
3.50
3.50
each 5.00
each 5.00
each 18.50
each 3. 25
each 3. 50
each 10.00
each 3.00
Form No. 87 l-27-66
-.
Schedule of Fees
Sheet 4.
MATERIAL TESTING
METALS
REINFORCING STEEL:
PHYSICAL TESTS
.............................. $ 3.50
................................... each 2.00
.............................. 7.50
............................ 4.00
............................... 3.00
STRUCTURAL STEEL:
TENSILE TEST . . . . . . . . . . . . . , . each
BEND TEST .................
Over 318” ............... each
318” and Under ............. each
FLATTENING TEST . . . . . . . . . . . . . each
PREPARING TENSILE AND BEND TEST
SPECIMENS UP TO 3/4” THICK . . . . . each
PREPARING TENSILE AND BEND TEST
SPECIMENS OVER 3/4” THICK . . . . . each
SOILS TESTING
DRILLING AND SAMPLING:
DRILLING - (Includes Drill Rig, Operator,
and Helper.) . . . . . . . . . . . . . . per hour
SAMPLING (Soils Technician.) . . . . . . . . per hour
LABORATORY TESTS:
SIEVE ANALYSIS - COHESIVE SOILS . . . . . each
SIEVE ANALYSIS - NON-COHESIVE SOILS . . . each
MECHANICAL ANALYSIS (Wash through #ZOO
Sieve. ) . . . . . . . . . . . . , . . . each
HYDROMETER ANALYSIS . . , . . . . . . . . each
4.00
3. 50
2.00
2.50
4.00
5.00
20.00
8.00
a. 50
5.00
12.50
15.00
Form No. 87 l-27-66
Schedule of Fees
Sheet 5.
EXPANSIVE SOILS REPORT (County) ........
LABORATORY COMPACTION TEST, Four Points . .
SAND EQUIVALENT ...............
LIQUID LIMIT ..................
PLASTIC LIMIT .................
PLASTICITY INDEX (Liquid Limit and Plastic Limit) .
SHRINKAGE LIMIT ................
SPECIFIC GRAVITY OF SOILS ..........
MOISTURE DETERMINATION ......... .’ .
DRY DENSITY DETERMINATION ... ......
VISUAL CLASSIFICATION ............
TRIAXIAL COMPRESSION TEST:
UNDISTURBED - FAST ............
UNDISTURBED - SLOW ............
RECOMPACTED - FAST ...........
RECOMPACTED - SLOW ...........
CONSOLIDATION TEST:
UNDISTURBED - POINTS . . . . . . . . . . .
RECOMPACTED - POINTS . . . . . . . < . .
CONTROL OF COMPACTED FILLS:
ASSISTANT ENGINEER /SOILS TECHMCIAN . .
ASSOCIATE ENGINEER ............
SENIOR ENGINEER ..............
SUPERVISING ENGINEER ...........
PRINCIPAL ENGINEER ............
each $ 100.00
each 25.00
each 10.00
each 12.50
each 12.50
each 25.00
each 10.00
each 10.00
each 2.50
each 2.50
each 2.50
each 25.00
each 35.00
each 25.00
each 35.00
per point
per point
10.00
10.00
per hour 8.00
per hour 10.00
per hour 12.00
per hour 12.50
per hour 15.00
Form No. 87 l-27-66
Schedule of Fees
Sheet 6.
INSPECTION AND SAMPLING SERVICES
INSPECTION:
PLACING INSPECTION OF CONCRETE 81
GUNITE (Regular Time) . . . . . . . . . per hour $ 7.00
BATCH PLANT INSPECTION OF CONCRETE
(Regular Time) . . . . . . . . . . . . . per hour 7. 00
MASONRY (Regular Time) . . . . . . . . . . . per hour 7.00
GLUE LAMINATED LUMBER (Regular Time)
(To be charged at rate of Laboratory at area
of testing. ) . . . . . . . . . . . . . . . . . . . . cost
STRUCTURAL STEEL - SHOP OR FIELD WELDING
FABRICATION OR ERECTION INSPECTION
(Regular Time) . . . . . . . . . . . . . per hour 7.00
PERCOLATION TESTS . . . . . . . . . . . . by Quotation
SAMPLING
SAMPLING OF MATERIALS OR PICK-UP SERVICE per hour 7.00
MISCELLANEOUS ITEMS
TRAVEL TIME:
WILL BE BILLED AT THE SAME RATE AS REGULAR INSPECTION
OR SAMPLING TIME RATES FROM THE LABORATORY TO THE
JOB AND RETURN.
PARKING:
WHERE NOT FURNISHED FOR THE INSPECTOR, WILL BE CHARGED
AS PAID FOR BY THE INSPECTOR.
MILEAGE :
AUTOMOBILE MILEAGE FROM THE CLOSEST LABORATORY TO
THE JOB AND RETURN . . . . . . . . . . . . per mile . 12
SUBSISTENCE:
WILL BE CHARGED AT A MINIMUM RATE . . per day 12.50
CANCELLATION:
OF INSPECTION ORDER IF NOT MADE BEFORE 5~00 PM OF THE
PRECEDING DAY, WILL BE CHARGED FROM 8:00 AM IN THE
NORMAL MANNER OR UNTIL THE INSPECTOR IS DISCHARGED.
Form No. 87 l-27-66
Schedule of Fees
Sheet 7.
COMPLETION:
THE INSPECTOR WILL REMAIN ON THE JOB UNTIL HE IS DISCHARGED
BY COMPETENT AUTHORITY.
TERMS:
NET 10 DAYS, ACCOUNTS NOT PAID WITHIN 30 DAYS AFTER DUE AND
COLLECTABLE, WILL BE CHARGED INTEREST AT THE RATE OF 10%.
OVERTIME:
TIME AND ONE-HALF WILL BE CHARGED AFTER 8 HOURS ON ANY ONE
DAY, TIME AND ONE-HALF ON SATURDAYS, DOUBLE TIME ON HOLIDAYS
AND SUNDAYS.
ATTORNEYS FEES:
CLIENT AGREES TO PAY ENGINEER REASONABLE ATTORNEY FEES
SHOULD AN ATTORNEY BE REQUIRED BY ENGINEER TO ENFORCE COL-
LECTION OF ANY PAYMENTS PAST DUE AND PAYABLE.
TERMINATION:
ENGINEER AGREES TG CONTINUE WITH DUE DILIGENCE TO COMPLETE
ANY PROJECT, SO LONG AS THE C,mNT IS NOT IN DEFAULT OF THE
PAYMENT HEREIN PROVIDED. THE ENGINEER MAY CEASE WORK AT
SUCH TIME AS ACCOUNTS PRESENTED FOR PAYMENT HAVE BECOME
DELINQUENT WITHOUT JEOPARDIZING FEES PREVIOUSLY EARNED.
GENERAL:
CHECKING, FILING AND OTHER FEES, DEPOSITS, TITLE REPORTS,
LEGAL NOTICES AND REAL ESTATE COMMISSIONER’S FEES ARE TO
BE PAID BY CLIENT AND ARE NOT INCLUDED HEREIN. FEES FOR
LANDSCAPE ARCHITECT ARE TO BE PAID FOR BY CLIENT WHEN
REQUIRED.
I HEREBY AGREE TO THE FOREGOING TERMS AND SCHEDULE OF FEES.
DATE : DATE:
DRESSELHAUS ENGINEERS
CLIENT
BY: BY:
Form No. 87 l-27-66