R2021-198 2021-10-25RESOLUTION NO. R2021-198
A Resolution of the City Council of the City of Pearland, Texas, authorizing a
construction materials testing contract with Ninyo & Moore Consultants, in the
estimated amount of $99,380.00, for the West Lea Drainage Improvements
Project.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain contract for construction materials testing services associated
with the West Lea Drainage Improvements Project, a copy of which is attached hereto as Exhibit "A"
and made a part hereof for all purposes, is hereby authorized and approved.
Section 2. That the City Manager or his designee is hereby authorized to execute, and
the City Secretary to attest, a contract for construction materials testing services associated with the
West Lea Drainage Improvements Project.
PASSED, APPROVED and ADOPTED this the 25th day of October, A.D., 2021.
AT,T�ST:
CF�fi'STAL ROAN, TRMC, CMC
CITY SECRETARY
APPROVED AS TO FORM:
'�//II1i11111
DARRIN M. COKER
CITY ATTORNEY
Design 1 of 7 D2. Revised 04/2019
CONTRACT FOR PROFESSIONAL SERVICES
THIS CONTRACT is entered into upon final execution by and between the City of Pearland
("CITY") and Ninyo & Moore Geotechnical and Environmental Sciences
Consultants ("CONSULTANT").
The CITY engages the CONSULTANT to perform Construction Materials Testing Services for a
project known and described as West Lea Subdivision Drainage Improvements
Project ("PROJECT"). (Project # DR1904)
SECTION I - SERVICES OF THE CONSULTANT
The CONSULTANT shall perform the following professional services to CITY standards and in
accordance with the degree of care and skill that a professional in Texas would exercise under
the same or similar circumstances:
A. The CONSULTANT shall perform Construction Materials Testing Services. See
Exhibit A, attached, for a detailed SCOPE OF WORK. The PROJECT schedule
shall conform to the construction schedule.
B. The CONSULTANT shall prepare and submit a detailed opinion of estimated cost
of the PROJECT.
C. The CONSULTANT acknowledges that the CITY (through its employee
handbook) considers the following to be misconduct that is grounds for
termination of a CITY employee: Any fraud, forgery, misappropriation of funds,
receiving payment for services not performed or for hours not worked,
mishandling or untruthful reporting of money transactions, destruction of assets,
embezzlement, accepting materials of value from vendors, or consultants, and/or
collecting reimbursement of expenses made for the benefit of the CITY. The
CONSULTANT agrees that it will not, directly or indirectly; encourage a CITY
employee to engage in such misconduct.
D. The CONSULTANT recognizes that all drawings, special provisions, field survey
notes, reports, estimates and any and all other documents or work product
generated by the CONSULTANT under the CONTRACT shall be delivered to the
CITY upon request, shall become subject to the Open Records Laws of this State.
E. The CONSULTANT shall procure and maintain for the duration of this
Agreement, insurance against claims for injuries to persons, damages to property,
or any errors and omissions relating to the performance of any work by the
CONSULTANT, its agents, employees or subcontractors under this Agreement,
as follows:
(1) Workers’ Compensation as required by law.
Design 2 of 7 D2 Revised 04/2019
(2) Professional Liability Insurance in an amount not less than $1,000,000 in
the aggregate.
(3) Comprehensive General Liability and Property Damage Insurance with
minimum limits of $1,000,000 for injury or death of any one person,
$1,000,000 for each occurrence, and $1,000,000 for each occurrence of
damage to or destruction of property.
(4) Comprehensive Automobile and Truck Liability Insurance covering
owned, hired, and non-owned vehicles, with minimum limits of
$1,000,000 for injury or death of any one person, $1,000,000 for each
occurrence, and $1,000,000 for property damage.
The CONSULTANT shall include the CITY as an additional insured under the
policies, with the exception of the Professional Liability Insurance and Workers’
Compensation. The CONSULTANT shall agree to waive its Right to
Subrogation. Certificates of Insurance and endorsements shall be furnished to the
CITY before work commences. Each insurance policy shall be endorsed to state
that coverage shall not be suspended, voided, canceled, and/or reduced in
coverage or in limits (“Change in Coverage”) except with prior written consent of
the CITY and only after the CITY has been provided with written notice of such
Change in Coverage, such notice to be sent to the CITY either by hand delivery to
the City Manager or by certified mail, return receipt requested, and received by
the City no fewer than thirty (30) days prior to the effective date of such Change
in Coverage. Prior to commencing services under this CONTRACT,
CONSULTANT shall furnish CITY with Certificates of Insurance, or formal
endorsements as required by this CONTRACT, issued by CONSULTANT’S
insurer(s), as evidence that policies providing the required coverage, conditions,
and limits required by this CONTRACT are in full force and effect.
F. The CONSULTANT shall indemnify and hold the CITY, its officers, agents, and
employees, harmless from any claim, loss, damage, suit, and liability of every
kind for which CONSULTANT is legally liable, including all expenses of
litigation, court costs, and attorney's fees, for injury to or death of any person, for
damage to any property, or errors in design, any of which are caused by the
negligent act or omission of the CONSULTANT, his officers, employees, agents,
or subcontractors under this CONTRACT.
G. All parties intend that the CONSULTANT, in performing services pursuant to this
CONTRACT, shall act as an independent contractor and shall have control of its
own work and the manner in which it is performed. The CONSULTANT is not to
be considered an agent or employee of the CITY.
Design 3 of 7 D2 Revised 04/2019
SECTION II - PERIOD OF SERVICE
This CONTRACT will be binding upon execution and end upon completion of the construction
related work not to exceed 12 months after execution of this contract.
SECTION III - CONSULTANT'S COMPENSATION
A. The total compensation for the services performed shall not exceed $99,380.00.
B. The CITY shall pay the CONSULTANT in monthly installments based upon Unit
Prices shown in the SCOPE OF WORK attached.
C. The CITY shall make payments to the CONSULTANT within thirty (30) days
after receipt and approval of a detailed invoice. Invoices shall be submitted on a
monthly basis.
D. CONSULTANT shall invoice for work performed during the preceding thirty day
period (“Billing Period”). The Billing Period shall run from the 26th day to the
25th day of each consecutive month. Invoices shall be submitted to CITY not
more frequently than once every 30 days. CONSULTANT shall be responsible
for timely submittal of all invoices and CONSULTANT shall not be entitled to
payment for invoices in arrears. All invoices shall reflect most recent single
Billing Period only and represent the true, correct and accurate account of work
performed during the Billing Period.
E. For an agreed contract amount identified as “Lump Sum”, Not to Exceed” and
“Reimbursable” the CONSULTANT shall not exceed the fixed contractual
amount without written authorization in the form of a Contract Amendment.
CONSULTANT shall provide 45 days prior notice to the CITY in the event
contract fees may exceed the fixed contract amount. CONSULTANT shall be
responsible for ensuring that such authorization is complete and executed by all
parties performing any work or submitting any invoices for work that exceeds the
fixed contract amount under any expense category.
F. Allowable Reimbursable Expenses
CONSULTANT shall identify and include in the proposal any anticipated
Reimbursable Expenses and shall itemize Reimbursable Expenses by work
category. Reimbursable Expenses shall be invoiced AT COST without
subsequent markup by the CONSULTANT. All invoices containing a request for
Reimbursable Expenses shall include copies of the original expense receipts
itemized per the allowable category. Allowable Reimbursable Expenses include:
x Hard copy reproductions, copies and/ or binding costs
x Postage
Design 4 of 7 D2 Revised 04/2019
x Mileage, for travel from Consultant’s local office (within a 25 mile radius)
to meetings at the City or job-site. Mileage shall be charged at the current
IRS rates.
x Travel expenses, mileage from local office to State or federal regulatory
agency office beyond 100 miles.
x Lodging expenses, for destinations beyond 100 miles from the
Consultant’s local office AND when business hours exceed eight hours
within one business day OR requires more than one eight hour day.
F.2. Disallowed Expenses
Disallowed Expenses include travel expenses for professional expertise traveling
into the greater Houston area from Consultant offices outside of the greater
Houston area.
SECTION IV - THE CITY'S RESPONSIBILITIES
A. The CITY shall designate a project manager during the term of this CONTRACT.
The project manager has the authority to administer this CONTRACT and shall
monitor compliance with all terms and conditions stated herein. All requests for
information from or a decision by the CITY on any aspect of the work shall be
directed to the project manager.
B. The CITY shall review submittals by the CONSULTANT and provide prompt
response to questions and rendering of decisions pertaining thereto, to minimize
delay in the progress of the CONSULTANT'S work. The CITY will keep the
CONSULTANT advised concerning the progress of the CITY'S review of the
work. The CONSULTANT agrees that the CITY'S inspection, review,
acceptance or approval of CONSULTANT'S work shall not relieve
CONSULTANT'S responsibility for errors or omissions of the CONSULTANT or
its sub-consultant(s) or in any way affect the CONSULTANT’s status as an
independent contractor of the CITY.
TERMINATION
A. The CITY, at its sole discretion, may terminate this CONTRACT for any reason -
- with or without cause -- by delivering written notice to CONSULTANT
personally or by certified mail at 2313 W. Sam Houston Parkway North, Suite
119, Houston, Texas 77043. Immediately after receiving such written notice, the
CONSULTANT shall discontinue providing the services under this CONTRACT.
Design 5 of 7 D2 Revised 04/2019
B. If this CONTRACT is terminated, CONSULTANT shall deliver to the CITY all
drawings, special provisions, field survey notes, reports, estimates and any and all
other documents or work product generated by the CONSULTANT under the
CONTRACT, entirely or partially completed, together with all unused materials
supplied by the CITY on or before the 15th day following termination of the
CONTRACT.
C. In the event of such termination, the CONSULTANT shall be paid for services
performed prior to receipt of the written notice of termination. The CITY shall
make final payment within sixty (60) days after the CONSULTANT has delivered
to the CITY a detailed invoice for services rendered and the documents or work
product generated by the CONSULTANT under the CONTRACT.
D. If the remuneration scheduled under this contract is based upon a fixed fee or
definitely ascertainable sum, the portion of such sum payable shall be
proportionate to the percentage of services completed by the CONSULTANT
based upon the scope of work.
E. In the event this CONTRACT is terminated, the CITY shall have the option of
completing the work or entering into a CONTRACT with another party for the
completion of the work.
F. If the CITY terminates this CONTRACT for cause and/or if the CONSULTANT
breaches any provision of this CONTRACT, then the CITY shall have all rights
and remedies in law and/or equity against CONSULTANT. Venue for any action
or dispute arising out of or relating to this CONTRACT shall be in Brazoria
County, Texas. The laws of the State of Texas shall govern the terms of this
CONTRACT. The prevailing party in the action shall be entitled to recover its
actual damages with interest, attorney’s fees, costs and expenses incurred in
connection with the dispute and/or action. CONSULTANT and CITY desire an
expeditious means to resolve any disputes that may arise between under this
CONTRACT. To accomplish this, the parties agree to mediation as follows: If a
dispute arises out of or relates to this CONTRACT, or the breach thereof, and if
the dispute cannot be settled through negotiation, then the parties agree first to try
in good faith, and before pursuing any legal remedies, to settle the dispute by
mediation of a third party who will be selected by agreement of the parties.
SECTION VI – ENTIRE AGREEMENT
This CONTRACT represents the entire agreement between the CITY and the CONSULTANT
and supersedes all prior negotiations, representations, or contracts, either written or oral. This
CONTRACT may be amended only by written instrument signed by both parties.
Design 6of7 D2 Revised 04/2019
SECTION VII –COVENANT AGAINST CONTINGENT FEES
The CONSULTANT affirms that he has not employed or retained any company or person, other
than a bona fide employee working for the CONSULTANT to solicit or secure this
CONTRACT, and that he has not paid or agreed to pay any company or person, other than a
bona fide employee, any fee, commission, percentage brokerage fee, gift, or any other
consideration, contingent upon or resulting from the award or making of the CONTRACT. For
breach or violation of this clause, the CITY may terminate this CONTRACT without liability,
and in its discretion, may deduct from the CONTRACT price or consideration, or otherwise
recover, the full amount of such fee, commission, percentage brokerage fee, gift, or contingent
fee that has been paid.
SECTION VIII- SUCCESSORS AND ASSIGNS
This CONTRACT shall not be assignable except upon the written consent of the parties hereto.
____________________________
CITY OF PEARLAND, TEXAS DATE
____________________________
CONSULTANT DATE
September 10, 2021
Design 7of7 D2 Revised 04/2019
House Bill 89 Verification
I, ______________________________________ (Person name), the undersigned
representative (hereafter referred to as “Representative”) of ______________________
__________________________________________________________ (company or
business name, hereafter referred to as “Business Entity”), being an adult over the age
of eighteen (18) years of age, after being duly sworn by the undersigned notary, do
hereby depose and affirm the following:
1. That Representative is authorized to execute this verification on behalf of
Business Entity;
2. That Business Entity does not boycott Israel and will not boycott Israel during the
term of any contract that will be entered into between Business Entity and the City of
Pearland; and
3. That Representative understands that the term “boycott Israel” is defined by
Texas Government Code Section 2270.001 to mean refusing to deal with, terminating
business activities with, or otherwise taking any action that is intended to penalize, inflict
economic harm on, or limit commercial relations specifically with Israel, or with a person
or entity doing business in Israel or in an Israeli-controlled territory, but does not include
an action made for ordinary business purposes.
_____________________________________
SIGNATURE OF REPRESENTATIVE
SUBSCRIBED AND SWORN TO BEFORE ME, the undersigned authority, on
this _____ day of ____________________, 20___.
_____________________________________
Notary Public
Jay Sunderwala
Ninyo & Moore
September 21 10th
2313 W. Sam Houston Parkway North, Suite 119 | Houston, Texas 77043 | p. 713.973.8400 | www.ninyoandmoore.com
September 3, 2021
Project No. 701236001
Ms. Jennifer Lee
City of Pearland
3519 Liberty Drive, Suite 300
Pearland, Texas 77581
Subject: Construction Materials Testing and Observation Services
West Lea Subdivision Drainage Improvements for City of Pearland
Manvel Road and West Lea Lane
Pearland, Texas
Dear Ms. Lee:
We are pleased to present this proposal to provide materials testing services at the subject site. In
preparation of this proposal, we have reviewed the provided plans and specifications. The project
will consist of the construction of drainage improvements for the existing West Lea Subdivision.
This proposal was prepared without the benefit of a construction schedule and is based on our
assumptions as to the needed materials testing. Based on conversation with you, we are estimating
4 to 6 drive repairs per day. We have also assumed that some of the asphalt repairs will be
performed concurrently during installation of underground utilities, therefore, we will already be on
site for testing.
Ninyo & Moore’s Houston laboratory is supervised by registered civil engineers and meets the
requirements of the ASTM E329, ASTM C1077, and ASTM D3740. Ninyo & Moore’s testing
equipment is calibrated annually by representatives utilizing equipment traceable to the National
Institute of Standards and Technology, and regularly participates in Cement and Concrete
Reference Laboratory (CCRL) and AASHTO’s Material Reference Laboratory (AMRL) reference
testing. In addition, we are accredited by the American Association for Laboratory Accreditation
(A2LA). A list of our scope of accreditation can be found at the A2LA website (www.a2la.org).
SCOPE OF SERVICES
x Perform field observation and in-place density testing during utility trench backfill and asphaltic
pavement section construction operations.
x Perform field observation and testing of concrete for driveways and slope paving.
Ninyo & Moore | West Lea Subdivision Drainage Improvements, Pearland, Texas | 701236001 | September 3, 2021 2
x Perform laboratory testing of soil materials such as Moisture-Density Relationships (Proctor),
Atterberg Limits (PI), 200 Wash, and Asphalt pavement. Maximum density of asphaltic
pavement will be determined by Hveem test method.
x Perform laboratory testing to evaluate the compressive strength of concrete cylinders and
cement stabilized sand samples.
x Consultation and project management.
ESTIMATED FEE
We propose to provide our services on a time-and-materials basis accrued in accordance with the
attached cost estimate. We estimate the fee for our services to be approximately $99,380
(Ninety-Nine Thousand Three Hundred Eighty Dollars). Our estimated fee does not include
overtime, stand-by time or costs associated with retesting or re-inspecting materials that were found
not to be in compliance with the project plans or specifications. Any additional services requested
and not part of the cost estimate will be charged in accordance with our attached Schedule of Fees.
A breakdown of our fee is presented in the attached Table 1.
To authorize our services, please provide an Authorization Agreement. We look forward to working
with you.
Respectfully submitted,
NINYO & MOORE
Joe Keys
Project Manager
Jay Sunderwala, PE
Managing Principal Engineer
JHK/JTS/ls
Attachments: Table 1 – Breakdown of Estimated Fee
Schedule of Fees
Engineering Technician 60 days @ 8 hours/day @ 50.00$ /hour 24,000.00$
Sample Pick Ups 1 day @ 4 hours/day @ 50.00$ /hour 200.00$
Vehicle Usage Charge 484 hours @ 10.00$ /hour 4,840.00$
Nuclear Density Gauge 480 hours @ 12.00$ /hour 5,760.00$
Laboratory Testing
Standard Proctor Density, D 698 4 samples @ 200.00$ /sample 800.00$
Standard Proctor Density Treated Soils, D 698 2 samples @ 225.00$ /sample 450.00$
200 Wash 4 samples @ 55.00$ /sample 220.00$
Atterberg Limits 4 samples @ 65.00$ /sample 260.00$
CSS Compressives 6 samples @ 260.00$ /sample 1,560.00$
Subtotal 38,090.00$
Engineering Technician 25 days @ 6 hours/day @ 50.00$ /hour 7,500.00$
Cylinder Pick Ups (no charge if already
onsite for other services)10 days @ 4 hours/day @ 50.00$ /hour 2,000.00$
Vehicle Usage Charge 190 hours @ 10.00$ /hour 1,900.00$
Compression Tests of Cylinders 30 sets @ 4 samples/set @ 68.00$ /set 2,040.00$
Subtotal 13,440.00$
Engineering Technician 50 days @ 8 hours/day @ 50.00$ /hour 20,000.00$
Vehicle Usage Charge 400 hours @ 10.00$ /hour 4,000.00$
Nuclear Density Gauge 400 hours @ 12.00$ /hour 4,800.00$
Laboratory Testing
Extraction/Gradation 20 each @ 205.00$ /each 4,100.00$
Hveem Stability 20 each @ 95.00$ /each 1,900.00$
Bulk Density Lab Molded Samples 20 sets @ 55.00$ /set 1,100.00$
Molding Specimens 20 sets @ 65.00$ /set 1,300.00$
Maximum Theoretical Unit Weight 20 each @ 90.00$ /each 1,800.00$
Subtotal 39,000.00$
Principal Engineer 10 hours @ 165.00$ /hour 1,650.00$
Project Manager 60 hours @ 80.00$ /hour 4,800.00$
Data Processor 60 hours @ 40.00$ /hour 2,400.00$
Subtotal 8,850.00$
99,380.00$
Engineering Review, Consultation, and Data Processing
Table 1 - Breakdown of Estimated Fee
Earthwork
Asphalt Testing
TOTAL ESTIMATED FEE
Concrete
Ninyo & Moore | West Lea Subdivision Drainage Improvements, Pearland, Texas | 701236001 | September 3, 2021 1
Ninyo & Moore | West Lea Subdivision Drainage Improvements, Pearland, Texas | 701236001 | September 3, 2021 TX2
Schedule of Fees
Hourly Charges for Personnel
Professional Staff
Principal Engineer/Geologist/Environmental Scientist/Certified Industrial Hygienist .............................................. $ 165
Senior Engineer/Geologist/Environmental Scientist ............................................................................................... $ 135
Senior Project Engineer/Geologist/Environmental Scientist ................................................................................... $ 125
Project Engineer/Geologist/Environmental Scientist ............................................................................................... $ 120
Senior Staff Engineer/Geologist/Environmental Scientist ....................................................................................... $ 105
Staff Engineer/Geologist/Environmental Scientist................................................................................................... $ 95
GIS Analyst .............................................................................................................................................................. $ 75
Technical Illustrator/CAD Operator ......................................................................................................................... $ 50
Field Staff
Special Inspector (Concrete, Masonry, Structural Steel, Welding, and Fireproofing) ............................................ $ 120
Nondestructive Examination Technician (UT, MT, LP) ........................................................................................... $ 120
Certified Asbestos/Lead Technician ........................................................................................................................ $ 115
Field Operations Manager ....................................................................................................................................... $ 80
Supervisory Technician ........................................................................................................................................... $ 70
Senior Technician .................................................................................................................................................... $ 55
Technician ................................................................................................................................................................ $ 50
Administrative Staff
Geotechnical/Environmental/Laboratory Assistant ................................................................................................. $ 40
Information Specialist .............................................................................................................................................. $ 40
Data Processor ........................................................................................................................................................ $ 40
Other Charges
Concrete Coring Equipment (includes technician) ............................................................................................... $ 190/hr
Anchor Load Test Equipment (includes technician) ............................................................................................. $ 190/hr
GPR Equipment .................................................................................................................................................... $ 180/hr
Inclinometer ........................................................................................................................................................... $ 100/hr
Hand Auger Equipment ........................................................................................................................................ $ 80/hr
Rebar Locator (Pachometer) ................................................................................................................................ $ 25/hr
Vapor Emission Kit ................................................................................................................................................ $ 65/kit
Nuclear Density Gauge ......................................................................................................................................... $ 12/hr
X-Ray Fluorescence ............................................................................................................................................. $ 70/hr
PID/FID.................................................................................................................................................................. $ 25/hr
Air Sampling Pump ............................................................................................................................................... $ 10/hr
Field Vehicle .......................................................................................................................................................... $ 10/hr
Expert Witness Testimony .................................................................................................................................... $ 400/hr
Direct Expenses ...................................................................................................................................... Cost plus 15%
Special equipment charges will be provided upon request.
Notes
For field and laboratory technicians and special inspectors, overtime rates at 1.5 times the regular rates will be charged for
work performed in excess of 8 hours in one day Monday through Friday, evening hours, and all day on Saturday and
Sunday. Rates at twice the regular rates will be charged for all work in excess of 12 hours in one day and on holidays.
Field technician and special inspection hours are charged at a 4-hour minimum, and 8-hour minimum for hours exceeding
4 hours.
Invoices are payable upon receipt. A service charge of 1.5 percent per month may be charged on accounts not paid within
30 days.
The terms and conditions are included in Ninyo & Moore’s Work Authorization and Agreement form.
Ninyo & Moore | 2021 TX Laboratory Testing
Schedule of Fees for Laboratory Testing
SOILS CONCRETE
Atterberg Limits, D 4318 .....................................................................$ 65 Compression Strength, C 39 ............................................................... $ 17
California Bearing Ratio (CBR), D 1883, per point ............................$ 215 Flexural Test, C 78 or C 293 ............................................................... $ 27
One Dimensional Consolidation, D 2435 ...........................................$ 360 Splitting Tensile Strength, C 496 ........................................................ $ 110
Consolidation Additional Increments, D 2435 ...................................$ 50 Time of Setting of Cement by Vicat Needle, C 191 ........................... $ 250
Hydrometer Analysis, D 422 ...............................................................$ 120 Concrete Laboratory Mix Verification, Excluding cylinders .............. $ 300
Double Hydrometer Analysis, D 4221 ................................................$ 175 Concrete Core Compressive Strength, Includes Prep, C 42 ........... $ 90
Moisture Content, D 2216 ...................................................................$ 9 Concrete Core Measurement, C 174 ................................................. $ 15
Moisture and Density, D 2937 ............................................................$ 50 Concrete Coring Minimum Charge ..................................................... $ 350
Permeability, D 2434 ...........................................................................$ 300 Concrete Coring – 4” Diameter to 6-inch depth ................................. $ 110
Specific Gravity, D 854 .......................................................................$ 60 Concrete Coring Additional Thickness 6” to 12” depth ...................... $ 10/in
Standard Proctor Density, D 698........................................................$ 200 Concrete Coring Additional Thickness over 12” depth ...................... $ 15/in
Modified Proctor Density, D 1557 ......................................................$ 215 Compressive Strength Lt. Wt. Insulating Concrete, C 495 ................ $ 30
(Rock corrections add $70) Unit Weight of Lt. Wt. Insulating Concrete, C 495 ............................. $ 25
Sieve Analysis, D 422 .........................................................................$ 60
Sieve Analysis, 200 Wash, D 1140 ....................................................$ 60 FIREPROOFING
Swell Test, D 4546 ..............................................................................$ 290 Density of SFRM, E 605 ...................................................................... $ 40
Triaxial Shear, U.U., D 2850 per point ...............................................$ 75 Cohesion/Adhesion of SFRM, E 736 .................................................. $ 30
Unconfined Compression, D 2166 .....................................................$ 45
Pinhole Dispersion Test, D 4647 ........................................................$ 285 ASPHALT
Crumb Test Dispersion Test, D 4647 .................................................$ 40 Asphalt Mix Design Review, Job Spec .......................................... $ 220
Lime Determination, PI Method ..........................................................$ 260 Asphalt Mix Design, 5 points ......................................................... $ 1,700
Lime Determination, pH Method, D 62765 ........................................$ 240 Extraction, % Asphalt, including Gradation, Tex 210F .................. $ 205
Compressive Strength Cement Stabilized Sand, D 1633 .................$ 65 Hveem Stability, Tex 208F ............................................................. $ 95/set
Standard Proctor Density Treated Soils, D 698 ................................$ 225 Bulk Density Lab Molded Samples, Tex 207F............................... $ 55/set
Modified Proctor Density Treated Soils, D 1557 ...............................$ 240 Bulk Density Core, Tex 207F ......................................................... $ 50
Molding Specimens, Tex 206F ...................................................... $ 65/set
MASONRY Measurement of Asphalt Cores ..................................................... $ 15
Brick Absorption, 24-hour submersion, C 67 .....................................$ 70 Asphalt Coring Minimum Charge ................................................... $ 400
Brick Absorption, 5-hour boiling, C 67 ...............................................$ 70 Asphalt Coring – 4” Diameter to 6-inch depth ............................... $ 95
Brick Absorption, 7-day, C 67 .............................................................$ 70 Concrete Coring Additional Thickness over 6” depth .................... $ 10/in
Brick Compression Test, C 67 ............................................................$ 35 Maximum Theoretical Unit Weight, Tex 227F ............................... $ 90
Brick Moisture as received, C 67 ........................................................$ 35
Brick Measurement, C 67 ...................................................................$ 55 AGGREGATES
CMU Block Compression Test, 8x8x16, C 140 .................................$ 90 Clay Lumps and Friable Particles, C 142 ...................................... $ 50
CMU Block Unit Weight and Absorption, C 140 ................................$ 85 Los Angeles Abrasion, C 131 or C 535 ......................................... $ 200
CMU Block Moisture Content, C 140 .................................................$ 80 Organic Impurities, C 40 ................................................................ $ 50
CMU Block Measurement, C 140 ......................................................$ 30 Sieve Analysis, Coarse Aggregate, C 136 .................................... $ 75
Compressive Strength, Grout prism, C 1019, each ..........................$ 50 Sieve Analysis, Fine Aggregate, C 136 ......................................... $ 75
Compressive Strength, Mortar Cube, C 109, each ...........................$ 30 Decantation, C 117 ........................................................................ $ 45
Specific Gravity, Coarse, C 127..................................................... $ 120
Specific Gravity, Fine, C 128 ......................................................... $ 135
Special preparation of standard test specimens will be charged at the technician’s hourly rate.
Ninyo & Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures.