HomeMy WebLinkAboutAGENDA REPORT 2012 0418 CC REG ITEM 10I ITEM 10.1.
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MOORPARK CITY COUNCIL
AGENDA REPORT -- -�� - --
TO: Honorable City Council
FROM: Hugh R. Riley, Assistant City Mana
Dave Klotzle, City Engineer/Public Works ' ector
BY: Ky Spangler, Special Projects Consultant' v�,
DATE: April 9, 2012 (CC Meeting of 4/18/12)
SUBJECT: Consider Additional Funding for Materials Testing, Special
Inspection and Geotechnical Services Associated with
Construction of an Asphalt Overlay of the Northbound Lanes of
Spring Road from Flinn Avenue and Amendment No. 2 to the
Professional Services Agreement with Southwest Testing
Engineers, dba Vertical-V Testing Engineer for the Ruben Castro
Human Services Center
BACKGROUND & DISCUSSION
During the course of the construction of the Ruben Castro Human Services Center
(RCHSC) the decision was made to install an offsite storm drain connection in Spring
Road to alleviate drainage coming from the railroad right of way to the north of the
project site. On November 2, 2011 the City Council approved the preliminary estimate
for the storm drain construction and on April 4, 2012 authorized additional funding
necessary to move forward with the project. Construction of the storm drain began on
April 9, 2012.
An asphalt overlay of the northbound lanes of Spring Road between Flinn Avenue and
the Union Pacific Railroad tracks was proposed conjunction with the storm drain
construction to improve drainage conditions in this location. The City Council approved
the preliminary estimate for this work at their November 2, 2011 meeting and is
considering an additional allocation of funding to perform the work as a separate
agenda item. In the event that the City Council approves the additional funding to move
forward with the asphalt overlay, some minor additional costs will be necessary for
asphalt materials testing.
154
Honorable City Council
April 18, 2012
Page 2
Southwest Testing Engineers, Inc., dba Vertical-V Testing Engineers/BTC Labs
(Vertical-V) is the professional services consultant performing materials testing, special
inspection, and geotechnical services for the construction of the RCHSC. Their original
contract in the amount of $156,151.50 plus a ten percent contingency ($15,615.15) was
approved by the City Council at their meeting on January 19, 2011. An amendment in
the amount of $13,795.00 was issued for materials testing and special inspection
associated with the Spring Road offsite storm drain construction, leaving a contingency
balance of$1,820.15 remaining.
Vertical-V has submitted a proposal (Attachment 1) in the amount of $5,486.00 for
materials testing, special inspection and geotechnical services required for the asphalt
overlay project which is $3,665.85 above the available contingency. Therefore staff is
seeking the approval of this additional amount in conjunction with the overlay project.
FISCAL IMPACT
The Capital Improvement budget for the Ruben Castro Human Services Center (Fund
5020) is $11,038,064. To date $5,363,356 has been encumbered with an available
balance of $1,105,213. Therefore, no additional funds need to be budgeted for the
proposed work at this time. Sufficient funds exist in the budget to cover this work.
STAFF RECOMMENDATION (ROLL CALL VOTE)
Approve additional funding in the amount of $3,665.85 materials testing, special
inspection and geotechnical services associated with the asphalt overlay of the
northbound lanes of Spring Road for the Ruben Castro Human Services Center and
authorize the City Manager to execute Amendment No. 2 in the amount of $5,486.00 to
Southwest Testing Engineers, Inc., dba Vertical-V Testing Engineers, subject to final
language approval of the City Manager and City Attorney.
Attachment 1: Vertical-V/BTC Labs, Inc. Proposal dated March 29, 2012
155
ATTACHMENT 1
NIV15
BTC LASS VERTICALFIVE
March 16,2012 (Revised ltlarch 29, 2012) Proposal No: 4502.12.059
City of Moorpark
c/o Balfour Beatty Construction
300 East Esplanade, Suite 1120
Oxnard, CA 93036
ATTENTION: Dennis Kuykendall
SUBJECT: Proposal for Materials Testing and Inspection for the Ruben Castro
Asphalt Overlay
BTC LABS - Vertical Five is pleased to submit this proposal for the referenced project.
Our estimated scope of services and costs are summarized below.
Scope of Work and Cost Estimate Rate Units Total
Asphalt:
Asphalt Paving Technician (trench patch) $ 81.00 hr 24 $ 1,944.00
Asphalt Paving Technician (ARHM) $ 81.00 hr 16 $ 1,296.00
Asphalt Paving Batch Plant $ 81.00 hr 16 $ 1,296.00
AC Max Density(LTMD) $ 210.00 ea 2 $ 420.00
Extraction &Gradation $ 145.00 ea 2 $ 290.00
Engineering review $ 120.00 hr 2 $ 240.00
TOTAL: $ 5,486.00
Notes:
1 Travel time and mileage will be waived to project job site for inspectors.
2 Travel by Field Technicians and inspectors to offsite locations will be charged portal-to-portal and mileage.
3 Special Inspectors 4 hrs.daily minimum,actual hours thereafter.
4 Technicians 2 hr.daily minimum,actual hours thereafter at hourly rate.
Assumptions:
1 Proposal is based on information provided by client's representative.
2 This estimate is provided for budgetary purposes only and is not a lump sum/not to exceed cost. Billing will be for actual service provided.
3 Additional services will be charged in accordance with the attached 2012 Fee Schedule.
4 Our cost estimate is based upon California Prevailing Wage rates.
5 Services will be performed in accordance with the accompanying"Terms and Conditions"made a part of this agreement.
BTC Labs appreciates the opportunity to be of service. If you have any questions, please do not hesitate to
contact us.
Respectfid1y Submitted,,
BTCLABS VERTICALFIVE Reviewed By,
"41
Carol Harrison Sco oors, qEG 1901
Marketing Manager President
Attachments: Agreement w/Terms and Conditions
2012 Fee Schedule
BTC LABS - VERTICAL FIVE An NV5, Inc. Company
1868 Palma Drive, Suite A,Ventura, CA 93003 www.NV5.com 156
Phone: (805)656-6074 Fax(805)650-6264 Offices Nationwide
f
BTCLABS - VERTICALFiVE
Geotechnkal Construction Inspection &Materials Testing Consultants
2012 FEE SCHEDULE
GENL RA1,CONDI'flOin Should a holiday fall on Saturday or Sunday, the closest previous or
"Testis;; Samples - An hourly preparation charge will be added to all following regular workday will be observed for the holiday.
saulpleS submitted to the laboratory that are not ready for testing.There Travel-Itourly travel is charged portal-to-portal for technicians. Travel
krill be it 50%o premium charge for "RINHlPRIORIT7"'testing. charges are normally waived for inspectors within 40 miles of our
Scheduling - A minimum of 24-hour notice is required to schedule laboratory. Mileage will be charged at $0.65 per mile for all projects
personnel(48-hour notice is required for DSA projects). For same-day with a$30 minimunn charge per trip.
scheduling. a 50%, premium applies. If'less than 24 hour notice is Per Diem-Per diets will be charged at 1.1 times the Federal(GSA)rate
provided on a cancellation.a charge of 2 hours will be assessed. for all out-of-town assignments unless other arrangements are made.
Mininnnn Charges - Special lrupeclions: A minfinu n charge of 4 Review & Distribution of Reports - All assignments are under the
hour; applies to inspection call-out between 0 and 4 hours. fight (8) supervision of Registered Professional Engineer. Engineering time of'
hours will be charged for work performed over 4 hours up to eight 0.1 hour per inspection day or'/n-hour/week(min)will be included for
hours. A 4-11our minimum charge shall apply to all Cancellations after scheduling,report review,an(]data evaluation. Up to hard 2 copies and
inspector has been dispatched. Travel time is not normally charged for 6 electronic copies of reports are provided at no additional charge,
inspections within 25 miles of the laboratory. Additional hard copies will be billed at S2 per report.
Tt!clmic'icros: A minimum charge of 2 hours applies to technician call- Outside Services/Subcontractors- Cost plus 15%will be charged for
out behveen 0 and 2 hours. Additional time will be charged in 2-hour outside services and for any materials procured.
increments. Technician time is portal-to-portal from lab-to-site-to-lab. Prevailing Wage-Client agrees to notify the Laboratory, in writing,of
A 2-hour minimum charge shall apply to all cancellations after any requirement for payment of California Prevailing Wages or other
technician has[veil dispatched. predetermined contract wage condition. Client agrees to indemnify
Overtime Rates - Rates are based on an 8-hour workday between the BTC Labs- Vertical Five against all costs related Client's finilure to
hours of' 7:00 a.m. and 4:00 p.m.. Monday through Friday. Work notify Lab of predetermined wage requirements.
outside of these hours or in excess of 8 hours in one day or over 40 Certified Payroll - A S45 per week, per project processing tee for
hours in one week will he charged at 1.5 times the listed rates. Work Certified Payroll will be assessed on Prevailing Wage Projects.
over 12 hours in one day or over 8 hours on the 7th consecutive day,or
work on holidays will be charged at 2.0 times quoted rates. Escalation-[,fisted rafts,ire subject to annual escalation consistent with
the Consumer Price Index(tvww.bls.gov). Prevailing Wage labor rates
holidays - The following holidays are observed: New Years Day, will be adjusted in accordance with DIR inundated increases plus 30%.
Memorial Day. independence Day, Labor Day, Veteran's Day, (}nttp:/h%wa.die.ca.govtdlsr/DPre\VageDctermination.httn)
Thanksgiving Day and the following Friday, and Christmas Day.
1. 11110I ESSIONAI,,TECiIiViCAL.d SUPPORT STUFF
ill.....If sue"un! �,thenrr"t rndreuh•d C'hto1e,ore Irural-to portal(men to BR'Labe) E. �noOrt eclinic$peCrfll SClV1CCS P�t'ailing Nate Standard
Laboratory'fechnician $35
A. IYntc+sion:tl Staff Standard File Search,Reissue of Report S45(min.)
Principal I_ngineu/Geologist/Consultant $170 Certified Payroll Admin.(0.5 hrmin.Avk) $80
Scmor Engineer/GeologistlCnnsultant(PE,CEG) $145 Court Appearance and Depositions(4 hr min) $280
Prt,t Cell:ngln'el'JCiel7IGgISf/COnSUltantl�lanagcr $125 DraftingJCADD $70
Stall,Eng,ineer/Geologist/ConsulWill $95 Clerical S60
It. Field S unplin,.Inspection&Testing Prevailing Maize Standard ft. MATERiALS AND EQIJIPNIENT
Special(Deputy)Inspector $86 S78 A. Equipment Rate
I(wwrele. 1"T Coecrere.,Masonry..Structural Steet Firepraaf+ng,Pile Driving) I. Air Meter(Concrete) $45/day
Mechanicallldectrical inspector 595 $90 2. Calibrated Ram(Pull test) S75/day
RtwtingJ\Vatcrprunling Inspector S95 $85 3. Ceiling Wire Dead-Weight Equip. $110/day
Concrete/Asphalt Batch Plant Inspection S86 $78 4. Concrete Relative Humidity Meter $265/day
\CI C oncFere Technician S88 $74 5. Concrete Slab Moisture Emission Kit S55/ea
Scow,"Icchnician*(Soil.'Asphafl,SpecialTesting) 590 S76 6. FlcxrFlatness(pluslabor-Ormin) $550/day
N'onde5uucme Examffestm (t!l7Mrg Part/Dyc Pen.) 592 $84 7. Generator $65/day
TripC'htrger,.nr,,!�r,dafU i125,„ lx'ufl=rdlr:,_rr $30 8. Ground Penetrating Radar(GPR)- (plus labor-4 hr min) $385/dy
Inn..-b". dor,nhrnu..Aar,�,ui,,'AOrnniih/G,run.r'runlhiy l dam,rrsrnrrttron)n.r:;n 9. ,Magnetic Particle Equipment&Consumables $50/day'
.,,,.rr,0/".,,.,,t•,t,;r, di,r cerrn"fir I........... 10. Nuclear Gauge $251day
('. DS A'OSP)I D hrspection&*Testis, Prevailing lf'aee%Standard it. Pachometer(Rebar)Survey Equipment $85/day
Project Ins sector/10R.DSA Class 1 $110 12. Schmidt hammer $35/day
111niect Inspector/IOR.DSA Class If/ill $95 13. Skidmore Wilhelm,per day $75/clay
I)S,\Masonry/shoterete Inspection $90 14. Torque Wrench(Large),per day S50/day
DSA Form 5{Inspector Qualifications) $45 ca. 15. Torque Wrench(Small),per day $T5/day
Spccicl Inspection Verified Report(S1VR/VR) S185(min.)ea. 16. Ultrasonic Equipment&Consunnables S60/day
I ohoraton•/Gcotechnical Verified Report $385(min.)ca. 17. Vehicle-Field Truck S55/day
B Diamond Coring (min chnrae=field time%v/travel+I hr.mob./demob.)
D. Sample Pickup R Deliver.'.Mileage Prevoiline ff'aee Standard 1. Machine,trunk&1 operator(accessible flatwork only) S190Air S I i0/hr.
S:unple Pickup(-2sn, radius,ft-.b)-plus applicable unit price $55/hr 2. Machine,truck,operator and helper
S275/hr 21 incli
I I-:quipment t\ Supply Delivery(I hr min) S55/hr 3. Coring Bit Charge $2/inch
saturdac Pickup(hourly.4 hr mininurm.plus mileage) $75/hr 4. Coring truck mileage(portal to portal) $0.70/mi
\lilcage-Field Vehicle($30/day minimum charge) 50.60/mi 5, Traffic Control Per Quote
\[[Cage-Coring Truck $0.70/rni
�cc I)m/'vices jar pickup charges of cylinders,primm paneh.etc.
s
UY 1
I 5 e 1 of 3
fi72fiTC Fee S: Page� �� - f4i „o'
J11C Luhs is terrified or approved hr D.U.CC RL.AHRL.AAS1110.rf Colrrons. 157
I BTCLABS - VERTICALFIVE
J11111111, 1 V 15 2012 FEE SCHEDULE
Ill. I.,AB'1'1,SI'S::IGGREGATE&SOIL IV. LAB TESTS: CFNIEiNT,CO',\CIZE'I'E,&NIASONRN'
A (.icotechnical A Cement
I ;\nctlicru Limits(I-Land PL)--AST IM D4318,CTIM 204 S 142 1. Alkali content of Portland Cement Per Quote
Consolidation(incremental Loading)-ASTM D2435 $ 315 2. Grab sample(CCR Title 24)includes I year storage S 43
Direct Shear,remolded sample-ASTIM D3080 S 285 3. Testing individual samples ofccinern,ASTM CISO Per Quote
4 Direct Shear.undisturbed(ring)sample-ASTM D3080 $ 235
3 Fxpartmon Index-ASTM D4829 S 158 B Concrete
6 If\dronieter analvsis(without specific gravity)-ASTIM D422 S 132 1. Cement content of hardened concrete-ASTM im S 550
7 Permeability.Constant If cad remolded -ASINID2434,C]'220 S 360 2, Concrete compression:6x12 cylinders-ASTM C39, $ 2,
N pi I(soil)-ASTM D4972 $ 35 3. Concrete compression:4x8 cylinders-ASTIM C39: S 20
1) Resistivity-ASTM G57 S 60 4. Concrete cylinder pickup:6xI2(>25,ou.radius of Lab addhoudypJq, SP
it) ReSiNtivity(Mininnuu),includes pf I-CTNI 643 S 155 5, Concrete cylinder pickup:4x8(>25n radius of Lab add hourly r;ckur,t
I I Soil Cenit tit-.Nloist,-Dens.or Simple Prep set of 3 -ASTM D558 S 240 6. Concrete cylinder mold(w/lid-spare)
12 Soil Cement-We(-Dry Durability-ASTM D559 S 1100 7, Concrete core compression test-ASTM C42
I'I Soil Cement-Compressive Strength-A STNT D 16:33 S 60 S. Concrete Trial Batch(includes 6 compression tests) $765
14 Soil ClaNsitication-ASTM D2488-Visual-Manual S 24 9• Concrete Nfix Design Review(excludes testing&revisions) 5230
15. Soluhle Chloride(soils) S 75 10. Concrete mix proportion revision -150
It, solublc sull"Itc(Soils) S 75 11. Density of concrete cylinder(unit weight) $64
17 1 hiconfined compression on prepared specimens $ 95 12. Drying shrinkage-ASTM C157(set of 3,S ages) 5495
11 End preparation of cores,diamond sawing,per cut SI 5
If I"lakfe"Yze j�nal sis -up(>2.snu radius of tab add hourly pi,;Lup rate)
------ 14. Flexural beam pick
M Sand equivalent(ASTNI 2419-CTM 217) S 110 15, Flexural strength,6"\6"beam-ASTM C78&C293
11) Sieve#200 wash otjJN1(AS'I-i\,l 1)1140.CTM-202) S 65 16. Sbotcrete/Gunite core compression test(not including coring) r35
SieN c(coarse or fine only.no%Dmsh-ASTj%'J C 136,CTM 202) S 85 IT Coring of Shoterete/Gunite panel in laboratory,each core
21 Sieve(Coarse&fine w/wash-ASTM C 136,c*ri\,l 202) S 105 18, Shotcrete/Gunite panel pick-up(>25mi.radius of Lab add hourly pickup
2 Sievc wi I lydrometcr(ASTM D-122.CTM 203,no specific grav-) S 165 M Lab.trial batch,not including specimen tests-ASTM C192
Per Quote
20. Lightweight.insulating concrete compress,4 req.-ASTM
C Moisture Density Relationft 21. Lighmvight insulating concrete-unit weight(oven dry)
2,1, Max Density-Opt.Moisture(4 in mold)-ASTM 1)1557,D699 S 175 22- Modulus of elasticity,6x 12"cylinder-ASTM 0469 13
24. Max Density-Opt,Moisture(6 in mold)--ASTM D 1557,D698 S 195 21 Petrographic analysis of hardened concrete-ASTM C856
2' Maximum Densit),Checkpoint S 65 24. Poisson's Ratio on 6"x 12"cylinders-ASTM C469
If, N lotsuife&Dry Density(ring samples) S 20 25. Splitting tensile-ASTM C496 $75
27 Moisture determination(aggregate samples) S 35 26. Statistical Analysis($1105 minimum) 7- )uote
'S Callrons Relative Compaction(Wet Density) -CTNI 216 S 225 27. Non-Shrink(Dry-Pack)Grout-2"x2"x2";set of 3 $96
zere�g tic�Soif -�Jzo'k
Abrasion Resistance by LA Rattler-ASTM C 131,CTNI 211 $ 165 1. Absorption-brick,5 required-ASTM C67 75
3,O AbNoiplioji.sand or gravel--ASTM C127,C128 S 60 2, Absorption-masonry unit,3 required-ASTM C 140 45
31, Arid SOILIN1(1)'(includes Flaz Mat Fee) S 225 3. Compressive strength,brick,5 required-ASTM C67 ;4i
32 Calilorruit hearing ratio(CBR)with expansion-AS IM D 1883 S 365 4. Compression-masonry core 35
33. California bearing ratio(CBR)at95%(3 points)--ASTM D 188 S 585 5, Compression-masonry prisms 8"x 8"-As'rM E447
31. Cement Treated Base(C'I-B).compact,cure&test S 225 (other sizes by quote-may require cutting charge) 145
33, Cenicin't'reated Base-compression(make,cure.test-3 spec) S 565 6. Compression-masonry unit,3 required-ASTM C 140 S 65
16 ('ementTreated Base-stability S 525 (requires absorption/unit weight tests for Net Area)
7, Clay lumps and firiabic particles.per primary size--,As,rh.f C 142 S 115 T Dimensions-masonry unit,3 required -40
i. CleminessTest-C-FiNt 227 $ 128 8, Masonry Prism Pickup
articles,per primar\
Crushed 13, Y size S 165 9, Masonry Unit Acceptance Test-ASTM 0140
40, DOrIbllitV 111dCN($120 Per size fraction)-CTM 229 S 215 (includes absorption,compression,dimensions,unit wci.olu)
I I 1:111C 4arctiatc Angularity-AASIITO T304 $ 175 M Compression test,grout specimens 30
4;?. 1:1;11& Pi'micles,(per bin size)-ASTM D4791 S 190 11, Compression test,mortar specimens s 25
1.3, LiolriweiLlit pieces,per size fraction-ASTM 0123 S 400 12. Diamond sawing of masonry specimens,it'required(minimum) $24
44. Lime content of treated materials(1)),titration) 13. Efflorescence,first unit @$125,each additional((il IS 511
a I.lane content curve determination,liar each material S 395 14. Linear shrinkage,masonry unit,3 required-ASTM C426 '98
11 1-mic content.including untreated control sample S 145 15. Modulus of rupture.brick,5 required-ASTM C67 i 42
15 Mortar making properties of Sand ASTM C87 S 360 16. Moisture content-masonry unit(as received).3 req*d-ASTM 01 40 S 42
At, Nlomir Propenics-CTNI 515 S 410 IT Shear test on masonry core
47 Organic Impurities-ASTM C40 S 75 18, Tensile test on masonry block
48 Petrographic Analysis ol'Gravel-ASTM 0295(single grading) S 450 19. Unit weight,masonry unit,3 required-ASTM C140 $''i J
-11) Petrographic Analysis ol'WC Sand-ASTM 0295(pre-graded) S 850
5a Potential Reactivity Test ASTM('M'9 Chemical Method S 495 V. LAB TESTS:REINFORCING&STRUCTURAL STEEL
31 Potential Reactivity AS*I M C227 Mortar Bar Method(3 month) S 785 A General Testing
I''iwh additional month S Its 1, Processing mill certification(each size&beat) $18 en
i? Now ntial Reactiv ray"lest ASTNI CII-60 Rapid Method 589 1 Rockwell or Brinell Hardness,average of three readings $24 ca
Potential Reactivit) AS I'M C1293 Mortar Bar\%/Pozz(12 month) S 1600 3. Zinc coating,each item(includes Ilaz Mat Fee) $187
Fxwnd it)'4-moiuhs add ..rviw w,.Nhft S 800 B Reinforcing Steel
Potential Reacttvii\Test ASTM C 1567 Rapid-Cenient Combo S 760
-1Z,Value 0 IVFJ�- 1. Derbrinition,reinforcing steel 5.'JO
�-M)(Treated material by quote) S 270 2. Pre-stress,strand or wire,tensile&elongation Per Quote
56 Rip Rap.Slope Protection.Quart),Stone Acceptance Per Quote e
7 Siectl*ict!ra\,it\,\vt'aL,.ioiptioji -coiirsc(ASTM('I27.CTM 206)_ S too 3, Proof test on post-tension assembly Per 011(l1c
,
Spec ific cravity\\,/absorption -line(AST iM Cl 28,CT 4 Bend Test(rebir)
NI 207) S 125 5. Tensile test(tebar),Lip to&,including#8
>9 Sttlfiit(�Soundness.5 cycle test per primary size-ASTM C88 325
N I I hictimpav(ci]Void Content of-Fine Aggregate-AASITFO T304 S 145 6. Tensile test(rebisr)#9,#10,411
M Unit feel uht-ASTM C29 S 72 7. Tensile test(rebar)#14,#18
8. Rebar Mechanical Coupler(Tension)Test(tip to#I I bar) 12
Page 2 of 3 158
BTCLASS - VERTICALFIVE
2012 FEE SCHEDULE
C Structural Steel N'll. ASPHALT&ASPHALTIC CONCRETE
I Cutting&machining charges S72Air A.Asphalt Pavement Engincerine
2 Bend test,structural,III Sizes $55 1. CALTRANS Third Party Resolution Documentation Fee 5350
-1 CrIsilC test,btruChn"ill.</4*'CrOSS-SMi011(cutting R machining extra)" $75
Tensile test.structural.>1/4"cross-scction(cutting machining extra)* $95 2. Pavement Evaluations $425(minimum)
Flauctlim"test of pipe $42 B.Asphaltic Cements And Liquid Asphalts
.1elisile and yield by percent qflset add$85 1, Absolute viscosity(q)]40'F-ASTM D-2171,AASI ITO T-202 $l5i
Other temperature $185
1) 1 ltplys'lretlg(�t LIS 1 Conc penetration-ASTM D-217 $125
t I)SA-Certified High Strength Bolt Set ca.(Bolt.Nut,&Washer) $325 3. Flash point Cleveland Open Cup-ASTM D-92,AASHTO T-48 5125
2 Bolts-proof load(jion•OSA) $ 45 4. Kinematic viscosity @ 140 or 2757-D-2170,T-201 $1'25
Bolts-ultimate load S 65 Other temperature $155
Botts hardness S 35 5� Penetration-ASTM D-5,AASI ITO T-49(at 77"F) $115
I Other temperature
,i Nots-proof load S 45 $135
Nuts-hardness S 35 6. Softening point-ASTM D-36 5125
.1 Washers-hardness S 35 7. Solubility in trichloroethylene-ASTM D2042, AASHTO T-44 $185
Li Welding Procedure and Welder Owdification'fests & Specific gravity-ASTM D-70,AASHTO T-228 $125
CotifIrin thickness(tivild steel onlill to 318 over 318 C.Emulsions And Slurry Scats
I Fraclure bend(fillet) $42 I. Cement mixing-ASTM D-244,AASI ITO T-59 slos
2 Macloctch S49 ca. 2. Consistency test-ASTM D-3910 $95
Fr cc bend $60 3, Demulsibility-ASTM D-244,AASHTO T-59 5115
4, 'Nick bleak $41 ea. $33 4. Miscibility-ASTM D•244 5115
Side.lice or root bend $22 ca, $27 5, Particle charge-ASTM D•244,AASHTO T-59 575
6 Tensile $31 ea. $43 6. pH determination S75
7 Welder Qualification Records $115 7, Oven cook ofT(%residue) Wo
hichfdea evaluation(!fiesi.ipechnens anel preparation of Stamped S. Set time-ASTM D-3910 S85
It Procedure Qualificrition Records per applicable cride. 9. Settlement,5 or 7 day-ASTM D-244,AASIIT0 T-59 $155
*11"'ififfer extrillimations aregiven in off),laboratory orriffabricatol's 10. Slurry seal mix proportion $1,750
%hop irith 7-hour iniWinum iritnessing charge. 11. Solids content by evaporation and extraction(slurry) S205
t eea lixre,i ru r jut rests awls. krrrrple prelrar atiarx,corrpar+rrraclririfug.etc.,will 12. Storage stability,I day-ASTM D-244 S150
he t haired ar aphlii able horn 1}!ab rates reed cost pkis I S°la far Orarsirle Uir ect 13, Torsional Recovery $125
14, Wet Track Abrasion -ASTM D-3910(prep.not included) $270
VL 1iiS(',I-.LLAN'EOtIS(,*ONS`i'llt;("1'101 jNIA*I*EIZIALSI'El")FS
I Calibration Certificates Per Quote D.Asphaltic Concrele.Aggregate And,.NIixe 8,AASHTOT166
2 Density ot'Sprayed Fireproofing $70 1, Bulk Specific Gravity(max density,bulk AC)CTM 30 $210
$38 3 pt.LTMD $325
4 Roof file Strength $54 5 pt.UFMD
m� Rii(it"rile Absorption $38 2, Coring of asphaltic concrete- See Section E Diamond Curing
6 Roofcut'l'ests(total weight only) $57 3. Extraction,%bitumen and sieve analysis
7 III\ comnty separotion,bituininous content,etc Per Quote Solvent Extraction Method-ASTNI D2172,0137 $325
S Jill)Nitc"-railer or klobile Lattoratory Per Quote Ignition Oven Method CTNI 382,202 $225
1) ( fit\crSA Testing Machine(hourly) 5150 4. Extraction,%bitumen only S265
141 610011d Rod Icst(plus travel) $]so Solvent Extraction Method-ASTM 2172
Ignition Oven Method-CTM 382 S145
5, Film stripping-cm 302 $165
6. Ignition Oven Correction Factor-CTM 382 $650
A DDITIONAL TE'US: BTC LABS and NVi perform abroad spectrum of field 7. Marshall -Stability and flow{core)-ASTM D-1559 $125
and ljbtnaq(iry testing, This Fee Schedule list only the most $325
I common tests 8. Marshall -Stability and flow(bulk)-ASTM D-l5i9
performed. For w1brination regarding additional testing services,pIcasc 9. Marshall-Specific Gravity $225
coinact our laboratory- 10. Mix proportion-Marshall Method $2,900
with R.A.P. $3,700
11. Mix proportion-FIVEEM Method $2.700
with R.A.P. $3,500
12, Theoretical Maximum Specific Gravity(RICE)-ASTIM D-2041 5200
13, Moisture content-ASTM D-1461 $115
14. Recovery of Extracted Asphalt(extraction only)-ASTM D-5404 $250
15. Recovery of rubber from ARHM extraction $115
16. Specific gravity of core-ASTM D-2726 $60
17, FIVEEM Stabilorneter test on premixed simple-C'rM 366 S 18
Stabilorneter test and mixing or sample S400
18. Surface abrasion CTM 360 $445
19, Swell test in conjunction with stabiloineter-C'I M 305 $115
20, Resistance to Moisture Induced CT 371 $1,700
21. Resistance to Moisture Induced Damage(lime)-T-283,CT 371 $I.850
22, Viscosity curve ror ARHM(%rubber)binder blend-6 hr. $870
-8 lit. 51,200
NOTE: Where prices are listed for inix proportions.the necessary specific gruvitV
tests and sieve analyses are included, however, aggregate and asphoh
qualification tests are not.
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