Addendum 1, 12/30/2020 6

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CITY OF RIO RANCHO DEPARTMENT OF FINANCIAL SERVICES PURCHASING DIVISION 3200 CIVIC CENTER CIRCLE NE 3rd FLOOR RIO RANCHO, NEW MEXICO 87144 TELEPHONE: 505-896-8769 FAX: 505-891-5762

ADDENDUM NUMBER (1) ONE IFB-21-PW-017 VERANDA ROAD SAFETY IMPROVEMENTS

December 30, 2020

Addendum Number (1) One forms part of the contract documents and modifies them in the manner set forth below.

ATTENTION CONTRACTORS  Questions and Answers  Attachments: o Revised Bid Form o Revised Plans o NMDOT Specs: Section 906- Minimum Testing Requirements

Questions and Answers:

1. Question: Should there be either a bid item for testing or an allowance for it on this project?

Answer: A material testing allowance has been added to the bid tab. See revised bid form attached hereto.

2. Question: Notes on the plans indicate that the header curb associated with the handicap ramps is incidental to the handicap ramps but bid item # 20 calls for 230’ of header curb (which is about the quantity associated with the handicap ramps). Please clarify Answer: Header curb is incidental to the ramps; therefore, quantity has been removed from the plans and Bid Form.

3. Question: Do the valve boxes being adjusted in bid item # 1 require new lids?

Answer: If new lids are needed for the adjustments of the valve boxes, they will be considered incidental to the adjustment.

4. Question: Can you provide a Bid Item for Quality Control Testing?

Answer: A material testing allowance has been added to the bid tab. See revised bid form attached hereto.

5. Question: What is the existing Pavement thickness for the Removal of Surfacing Bid Item?

Answer: The existing pavement thickness is approximately 4 to 6 inches.

Addendum 1, 12/30/2020 6. Question: Can you confirm the quantity of the new Valley Gutter? The Plans and Bid Form have conflicting quantities.

Answer: See revised plans and bid form for Valley Gutter quantity update.

7. Question: Can you provide a Bid Item for the Detectable Warning Surfaces (SF)?

Answer: The detectable warning surfaces are incidental to the cost for the curb ramp per the specifications.

As provided on page 62 of the Bid Documents, Bidders shall acknowledge receipt of Addendum Number (1) One. All other provisions of the Contract Documents shall remain unchanged.

Addendum 1, 12/30/2020 IFB 21-PW-017 Addendum 1

BID FORM

STATE OF NEW MEXICO CITY OF RIO RANCHO FINANCIAL SERVICES DEPARTMENT – PURCHASING DIVISION

INVITES YOUR FIRM TO OFFER A BID ON: IFB 21-PW-017 Veranda Road Safety Improvements

AS SPECIFIED IN THE ATTACHED BID DOCUMENTS.

Emailed bid submissions shall be submitted no later than 10:00 A.M. Local Mountain Time on January 6, 2021 Email Submissions: [email protected]

Original Signed/Sealed bids shall also be submitted to the address below no later than Monday, January 11, 2021 to be deemed Responsive/Responsible Bidders: City of Rio Rancho Office of the City Clerk 1st Floor, Room # 150 3200 Civic Center Circle NE Rio Rancho, NM 87144

NAME OF BIDDER/CONTRACTOR

ADDRESS

CITY, STATE ZIP CODE

PHONE FAX EMAIL

Complete this form as well as the following forms in their entirety as specified in the Instruction to Bidders to ensure that your bid submission is complete.

IFB 21-PW-017 Addendum 1

BID FORM

This Bid is submitted to the City of Rio Rancho, New Mexico (hereinafter called “OWNER”).

1. The undersigned (hereinafter called “BIDDER”), in compliance with your invitation for bids for the Veranda Road Safety Improvements, having examined the drawings and specifications, with related documents, and having examined the site of the proposed work, and being familiar with all of the conditions surrounding the construction of the proposed project, including the availability of labor, materials and supplies, hereby proposes to furnish all labor, materials and supplies, and to construct the project in accordance with the contract documents at the prices stated below. These prices are to cover all expenses incurred in performing the work required under the contract documents, of which this proposal is a part.

2. BID SUBMISSION: The Bidder agrees to perform all of the following Base Work and any/or all Additive Alternate work for the amount(s) submitted for Veranda Road Safety Improvements determined as follows:

CITY OF RIO RANCHO Veranda Road Safety Improvements Base Bid Bid Spec. Est. Spec. # Item Description Unit Unit Price Total Amount Item Type Qty.

MATERIAL TESTING ALLOWANCE 1 CoRR 3000‐000 ALLOW 1 $ 10,000.00 $ 10,000.00 (See NTC) 2 NMAPWA 801.22.11 VALVE BOX ADJUSTMENT EA 8

3 NMDOT 201000 CLEARING AND GRUBBING LS 1

4 NMDOT 203000 UNCLASSIFIED EXCAVATION CY 990

5 NMDOT 207000 SUBGRADE PREPARATION SY 2,510

6 NMDOT 303160 BASE COURSE 6 INCH DEPTH SY 2,510

7 NMDOT 407000 ASPHALT MATERIAL FOR TACK COAT TON 1

8 NMDOT 408100 PRIME COAT MATERIAL TON 5

9 NMDOT 416013 MINOR PAVEMENT HMA SP III TON 640 DRILLED SHAFT FOUNDATION 30 10 NMDOT 502030 LF 30 INCH DIAMETER 11 NMDOT 511000 STRUCTURAL CONCRETE, CLASS A CY 2 STRUCTURAL CONCRETE, CLASS A, 4 12 NMDOT 511200 SY 40 INCH 13 NMDOT 540060 REINFORCING BARS, GRADE 60 LB 990 REMOVAL OF STRUCTURES AND 14 NMDOT 601000 LS 1 OBSTRUCTIONS 15 NMDOT 601110 REMOVAL OF SURFACING SY 430

IFB 21-PW-017 Addendum 1

Bid Spec. Est. Spec. # Item Description Unit Unit Price Total Amount Item Type Qty.

16 NMDOT 602010 RIPRAP CLASS B CY 50 17 NMDOT 604001 GEOTEXTILE CLASS 1 SY 60 REMOVE AND REBUILD CHAIN LINK 18 NMDOT 607220 LF 120 FENCE REMOVE AND RESET CHAIN LINK 19 NMDOT 607250 EACH 2 GATE 20 NMDOT 608004 CONCRETE SIDEWAKL 4 INCH SY 305 CONCRETE SLOPED CURB AND 21 NMDOT 609324 LF 445 GUTTER 6 INCH X 24 INCH 22 NMDOT 609500 STANDARD CURB AND GUTTER LF 2,230 CONCRETE VALLEY GUTTER 6 INCH X 23 NMDOT 609636 LF 400 36 INCH 24 NMDOT 618000 TRAFFIC CONTROL MANAGEMENT LS 1

25 NMDOT 621000 MOBILIZATION LS 1

26 NMDOT 701000 PANEL SIGNS SF 20

27 NMDOT 701030 REMOVE AND RESET PANEL SIGN EACH 22 STEEL POST AND BASE POST FOR 28 NMDOT 701100 LF 10 ALUMINUM PANEL SIGNS 29 NMDOT 702000 CONSTRUCTION SIGNING SF 140

30 NMDOT 702110 PORTABLE SIGN SUPPORT EACH 13 CHANNELIZATION DEVICE, TYPE 31 NMDOT 702525 EACH 92 DRUM TEMPORARY REFLECTORIZED 32 NMDOT 704099 LF 3,230 PAINTED MARKINGS 4 INCH HOT THERMOPLASTIC PAVEMENT 33 NMDOT 704700 LF 3,690 MARKINGS 4" HOT THERMOPLASTIC PAVEMENT 34 NMDOT 704702 LF 850 MARKINGS 8" HOT THERMOPLASTIC PAVEMENT 35 NMDOT 704704 LF 80 MARKINGS 24" HOT THERMOPLASTIC PAVEMENT 36 NMDOT 704717 MARKING ARROW, TYPE RIGHT EACH 4 ARROW HOT THERMOPLASTIC PAVEMENT 37 NMDOT 704720 EACH 2 MARKING WORD (ONLY) HOT THERMOPLASTIC PAVEMENT 38 NMDOT 704728 LF 45 MARKING YIELD LINE 39 NMDOT 706350 POWER SERVICE INSTALLATION LS 1 LIGHTING CONTROL CABINET‐TWO 40 NMDOT 706420 EACH 1 CIRCUIT 41 NMDOT 707530 TYPE V STANDARD, 30 FT EACH 5

REMOVE AND RESET SOLAR 42 NMDOT 707820.1 POWERED HAZARD IDENTIFICATION EACH 1 BEACON (SCHOOL ZONE)

IFB 21-PW-017 Addendum 1

Bid Spec. Est. Spec. # Item Description Unit Unit Price Total Amount Item Type Qty.

43 NMDOT 709020 RIGID ELECTRICAL CONDUIT 2" (DIA.) LF 1,445 44 NMDOT 709030 RIGID ELECTRICAL CONDUIT 3" (DIA.) LF 220 45 NMDOT 711102 SINGLE CONDUCTOR 2 LF 3,620

46 NMDOT 716701 LED ROADWAY LUMINAIRE EACH 5

47 NMDOT 721000 REMOVAL OF PAVEMENT MARKING LF 3,380 CONSTRUCTION STAKING BY THE 48 NMDOT 801000 LS 1 CONTRACTOR 49 Other 1 CUTOFF WALL LF 35 50 Other 2 SIDEWALK CULVERT EACH 1

Base Bid Subtotal:

NMGRT @ 7.6875%:

Total for Base Bid including NMGRT:

Additive Alternate 1 Bid Spec. Est. Spec. # Item Description Unit Unit Price Total Amount Item Type Qty.

REMOVAL OF STRUCTURES AND 51 NMDOT 601000 LS 1 OBSTRUCTIONS

52 NMDOT 608004 CONCRETE SIDEWAKL 4 INCH SY 500

Additive Alternate #1 Subtotal:

NMGRT @ 7.6875%:

Total for Additive Alternate #1 including NMGRT:

Base Bid Subtotal:

Additive Alternate #1 Subtotal:

Overall Bid Subtotal:

NMGRT @ 7.6875%:

Total Bid Submission:

3. BIDDER acknowledges receipt of the following Addenda:

IFB 21-PW-017 Addendum 1

Addendum No. ______Date ______Addendum No. ______Date ______

4. BIDDER agrees that this Bid Proposal may not be withdrawn for a period of sixty (60) calendar days after the scheduled closing time for receipt of bids.

5. If the Contract is to be awarded. OWNER will give the apparent Successful Bidder a Notice of Recommendation to Award within sixty (60) days after the scheduled closing time for receipt of bids.

6. Upon receipt of Notice of Recommendation to Award, BIDDER shall execute the formal Contract Documents within ten (10) days and deliver the Performance Bond, Labor and Material Payment Bond, and Certificates of Insurance as required herein.

7. The attached Bid Security is to become the property of the OWNER, in the event the Agreement and bonds are not executed within the time specified in this Bid Proposal, as liquidated damages for the delay and additional expenses caused to the OWNER.

8. BIDDER hereby agrees to commence Work under this Contract in accordance with the Notice to Proceed from the OWNER and to substantially complete the Project as provided in the Contract Documents within Ninety (90) consecutive calendar days after the date Contract Time begins as provided in the Contract Documents.

BIDDER further agrees to pay, as liquidated damages, the amount of One Thousand dollars ($ 1,000.00) for each consecutive calendar day thereafter as provided in the Supplementary Conditions.

9. BIDDER hereby declares that the only persons or firms interested in the Bid Proposal as principal or principles is or are named herein and that no other persons or firms than herein mentioned have any interest in the Bid or in the Contract to be entered into; that this Bid is made without collusion with any person, company, or parties making a bid or proposal; and that it is in all respects fair and in good faith without collusion or fraud.

10. BIDDER hereby agrees if awarded the Contract, to comply with the Affirmative Action/Equal Employment Opportunity and Nondiscrimination requirements of the Supplementary Conditions and to submit all information and reports required therein.

11. If requested, BIDDER agrees to furnish to the OWNER all information and data necessary for the OWNER to determine the ability of BIDDER to perform the Work.

This Bid is hereby respectfully submitted by:

IFB 21-PW-017 Addendum 1

______Name of BIDDER Federal Tax ID Number

______By: Printed Name

______Authorized Signature Title

______Date

______Bidder’s Mailing Address Bidder’s NM Contractor’s License Number(s) and Classifications(s)

______Additional Address Information

______City, State, Zip Code Contractor’s Department of Labor Registration Number ______Bidder’s Telephone Number

______Bidder’s Fax Number New Mexico State Corporation Commission Number ______Bidder’s E-Mail Address

______Bidder’s Gross Receipts Tax No.

______Bidder’s Data Universal Numbering System (DUNS) No.

1 ITEM BID NO 5640 GEOTEXTILECLASS1 604001 15 4621 RIPRAPCLASSB 602010 REMOVALOFSURFACING 601110 REMOVALOFSTRUCTURESANDOBSTRUCTIONS 14 601000 13 STRUCTURALCONCRETECLASSA-4" 12 511200 10 9609324 CONCRETESIDEWALK4" 608004 REMOVEANDRESETCHAINLINKGATE 19 607250 REMOVEANDREBUILDCHAINLINKFENCE 18 607220 17 16 9707530 706420 39 706350 38 704728 37 704720 36 704717 35 704704 34 704702 33 32 704099 30 701030 25 0690 STANDARDCURB&GUTTER 609500 20 5721000 45 702525 702110 29 28 701100 27 26 TRAFFIC CONTROLMANAGEMENT 24 618000 23 22 49 48 801000 47 46 711102 44 43 42 707820.1 40 1506 REINFORCINGBARSGRADE60 540060 11 1704700 31 1609636 21 41 511000 DRILLEDSHAFTFOUNDATION30"DIAMETER 502030 9 8 103MINORPAVEMENTHMASPIII 416013 PRIMECOATMATERIAL 408100 ASPHALTMATERIALFORTACKCOAT 7 407000 6 5 000SUBGRADEPREPARATION 207000 3 000UNCLASSIFIEDEXCAVATION 203000 2 2 303160 4 000CLEARINGANDGRUBBING 201000 1 1 801.22.11 709030 709020 702000 701000 MOBILIZATION 621000 601000 608004 716701 ITEM NO. SIDEWALKCULVERT 2 CUTOFFWALL 1 BASE COURSE,6" REMOVAL OFPAVEMENTSTRIPE LED ROADWAYLUMINAIRE RIGID ELECTRICALCONDUIT3"(DIA.) RIGID ELECTRICALCONDUIT2"(DIA.) REMOVE &RESETSOLARPOWEREDHAZARDIDENTIFICATIONBEACON(SCHOOLZONE) LIGHTING CONTROLCABINET-TWOCIRCUIT POWER SERVICEINSTALLATION HOT THERMOPLASTICPAVEMENTMARKINGYIELDLINE HOT THERMOPLASTICPAVEMENTMARKINGWORD(ONLY) HOT THERMOPLASTICPAVEMENTMARKINGRIGHTARROW HOT THERMOPLASTICPAVEMENTMARKINGS24" HOT THERMOPLASTICPAVEMENTMARKINGS8" HOT THERMOPLASTICPAVEMENTMARKINGS4" PORTABLE SIGNSUPPORT REMOVE &RESETPANELSIGN PANEL SIGNS REMOVAL OFSTRUCTURESANDOBSTRUCTIONS STRUCTURAL CONCRETE,CLASSA CONCRETE VALLEYGUTTER,6"X36" CONCRETE SLOPEDCURB&GUTTER,6"X24" CONSTRUCTION STAKINGBYTHECONTRACTOR SINGLE CONDUCTOR2 CHANNELIZATION DEVICESTYPEDRUM CONSTRUCTION SIGNING STEEL POSTANDBASEFORALUMINUMPANELSIGNS CONCRETE SIDEWALK4" TYPE VSTANDARD,30' TEMPORARY RETROREFLECTORIZEDPAINTEDMARKINGS4" VALVE BOXADJUSTMENT ADDITIVE ALTERNATE SHORT DESCRIPTION AH2 EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH AH1 EACH EACH UNIT O 640 5 1 TON TON TON C.Y. C.Y. ..990 C.Y. ..430 S.Y. 40 S.Y. ..305 S.Y. S.Y. 2510 S.Y. ..2510 S.Y. S.Y. S.F. S.F. L.F. ..400 2230 L.F. L.F. L.F. 120 L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. SLS LS LB LS LS LS LS LS SLS LS ESTIMATE 500 445 35 ROADWAY 8 SUMMARY OFQUANTITIES FINAL IFB Addendum ESTIMATE 21-PW-017 CONSTRUCTION ENGINEERING LS LS LS FINAL 1 ESTIMATE CONSTRUCTION 3380 3230 140 LS 13 92 SIGNING FINAL ESTIMATE 3690 PERMANENT 850 10 80 22 20 45 2 4 SIGNING FINAL ESTIMATE INLZTO LIGHTING SIGNALIZATION 60 2 1 FINAL ESTIMATE 1445 3620 930 220 LS 30 5 5 1 FINAL ESTIMATE 50 60 RIAEPROJECTTOTAL DRAINAGE FINAL

ESTIMATE

P 1445 2510 2230 3380 3230 2510 3620 3690

R 120 140 305 990 640 990 220 850 500 430 445 400 LS LS LS LS LS LS LS 13 10 35 30 50 60 92 80 20 40 45 22

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SUMMARY OF QUANTITIES USE UNCLASSIFIED EXCAVATION USE USE USE ITEM NO.203000 CONCRETE FILLETISTOBEINCLUDEDINCOSTOFVALLEYGUTTER STATIONS TAKENATFLOWLINE STATIONS TAKENATFLOWLINE TOTAL TOTAL TOTAL TOTAL WASTE ALIGNMENT: VERANDARD ALIGNMENT: VERANDARD ALIGNMENT: VERANDARD ALIGNMENT: VERANDARD ALIGNMENT: VERANDARD ITEM NO. TTO OSTATION TO STATION 000CONSTRUCTIONSTAKINGBYTHECONTRACTOR 801000 200MOBILIZATION 621000 TRAFFICCONTROLMANAGEMENT 618000 CLEARINGANDGRUBBING 201000 00.0-30+44.74 - 10+00.00 TTO FSTT TTO OFFSET STATION TO OFFSET STATION 10.512.36'RT 11+03.85 TTO FSTT TTO OFFSET STATION TO OFFSET STATION OFFSET STATION TO OFFSET STATION OFFSET STATION TO OFFSET STATION 28.824.00'RT 12+85.08 45.25'RT 53.21'RT 12.36'RT 14+72.58 12+57.89 11+03.85 18.99'LT 10+00.14 PARKING LOT2 PARKING LOT1 ROADWAY TOTALS: CONSTRUCTION ENGINEERING&LUMPSUMITEMS ITEM NO.609324CONCRETESLOPED(SPILL)CURB&GUTTER,6"X24" USE: ITEM NO.609636CONCRETEVALLEYGUTTER,6"X36" ------990 ITEM NO.609500STANDARDCURB&GUTTER DESCRIPTION ITEM NO.203000 UNCLASSIFIED 49.51.5 T399 RIGHTTURNLANE 389.97 12.95'RT 14+93.85 EXCAVATION 28.824.00' RT 12+87.08 RIGHTTURNLANETOPARKINGLOT 2 52.16 RIGHTTURNLANETOPARKINGLOT 2 RIGHTTURNLANETOPARKINGLOT 1 224.32 12.95'RT 168.04 48.65'RT 51.97'RT 14+93.85 14+38.87 12+35.15 ITEM NO.2SIDEWALKCULVERT 22.11.5 T22.7WESTSIDEOFVERANDARD 2225.17 15.15'LT 32+25.31 EARTHWORK SUMMARY 985.37 962.42 10.00 12.95 EMBANKMENT LENGTH 389.97 LENGTH LENGTH 2225.17 444.52 L.F. EACH 400 2230 L.F. L.F. 445 EA 166.49 1 1 1 0.09 1.48 UNITS 1 LS LS LS LS (820) SIDEWALK CULVERTINLET ITEM NO.203100 (820) 990 BORROW DESCRIPTION DESCRIPTION DESCRIPTION -795.93 -817.31 DESCRIPTION -11.47 -9.91 REMARKS C.Y. C.Y. USE USE USE STATIONS TAKENAT EDGEOFPAVEMENT STATIONS TAKENATBACKOFCURB 40.118.41'RT 24+09.81 TOTAL TOTAL TOTAL ALIGNMENT: VERANDARD ALIGNMENT: VERANDARD ALIGNMENT: VERANDARD TTO FSTT TTO OFFSET STATION TO OFFSET STATION 12.526.00'RT 11+27.75 IFB TTO FSTT TTO OFFSET STATION TO OFFSET STATION 21.524.00'RT 17.54'RT 12+16.85 11+18.45 26.030.00'RT 24.00'RT 12+60.60 12+85.57 41.624.00'RT 14+11.56 47.721.75'RT 14+70.77 71.616.79'RT 17+10.96 77.316.79'RT 17+76.13 11.217.28'RT 17.03'RT 21+18.22 20+46.49 42.124.00'RT 14+20.61 TTO FSTT TTO OFFSET STATION TO OFFSET STATION 9+99.81 Addendum 21-PW-017 26'R 10+00.64 - 12.67' RT 1 ITEM NO.511200STRUCTURALCONCRETECLASSA-4" ------22.93.0 T37.73 30.50'RT 12+23.59 ITEM NO.608004CONCRETESIDEWALK,4" 28.72.0 T16.56 82.11 24.00'RT 66.44 24.00'RT 12+85.57 24.00'RT 14+11.56 12+16.85 43.04.5 T26.33 48.65'RT 14+38.20 49.41.8 T20.56 16.78'RT 14+99.24 72.61.9 T10.11 16.79'RT 17+22.46 79.316.78'RT 17+90.13 13.21.4 T13.56 9.33 17.34'RT 17.03'RT 21+34.22 20+56.49 24.13.0 T13.89 30.00'RT 12+40.81 43.12.0 T21.78 24.00'RT 14+38.61 42.11.5 T9.78 18.45'RT 24+20.81 ITEM NO.1CUTOFFWALL 17.71' LT AREA 37.73 S.Y. 40 302.67 LENGTH AREA 12.22 S.Y. 305 30.39 30.39 L.F. 35 SOUTH OFPARKINGLOT#1 SOUTH VERANDARDATCABEZON DESCRIPTION CABEZON TOR-01A DESCRIPTION R-01B TOR-02C DESCRIPTION R-01A R-02A R-02C R-05A R-04A R-03A R-01B R-02B R-04B R-03B

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MISCELLANEOUS QUANTITIES

November 5, 2019

SPECIAL PROVISIONS MODIFYING SECTION 906: MINIMUM TESTING REQUIREMENTS (MTR’S)

The 2019 Edition of the New Mexico Department of Transportation Standard Specifications for Highway and Bridge Construction shall apply in addition to the following:

Delete Section 906: Minimum Testing Requirements (MTR’S) in its entirety and replace with the following:

906.1 DESCRIPTION

906.1.1 General This Work consists of Minimum Testing Requirement’s (MTR’s) for the Department and Contractor which includes construction sampling, tests, and testing frequencies of Materials incorporated into the Work for Acceptance and Quality Control.

906.1.2 Minimum Testing Requirements

Table 906.1.2:1 Earthwork Sampling/ Independent Assurance State Agency Contractor Item Test Required Testing Materials Testing Testing Project System Location Approach Approach Bureau

In-Place Density 1 per 2,000 Roadway 1 every 3 and Moisture cy Embankment, 1 per 20,000 months with Unclassified cy, minimum each Moisture / Density 1 per N/A N/A Excavation Tests (Proctor), Stockpile / material type one per sampling/ (Section 203) Soils Roadway per 15,000 project testing Classification cy technician

Borrow AASHTO T-190 1 per 10,000 3 samples randomly selected (Section R-Value, Soils Borrow Pit N/A cy and 1 per N/A per year to be tested by the 203.2.1.3) Classification material type State Materials Bureau

In-Place Density 1 per 2,500 1 per 25,000 1 Road Bed and Moisture sq yd sq yd Embankment Moisture/ Density Roadway N/A N/A (Section Tests (Proctor), 1 per 203.3.5.1) 1 per project2 1 every 3 Soils material type months with Classification each sampling/ In-Place Density See Table Foundations / Structure testing and Moisture 906.1.2:2 Backfill for technician Culverts and Moisture/ Density N/A 1 per project N/A Minor Tests (Proctor), 1 per Stockpile Structures Soils material type (Section 206) Classification

Section 906: Minimum Testing Requirements (MTR’s) 906-1

Table 906.1.2:1 Earthwork

Sampling/ Independent Assurance State Agency Contractor Item Test Required Testing Materials Testing Testing Project System Location Approach Approach Bureau

Electrochemical, 1 per material Upon N/A N/A N/A when specified. type Request

In-Place Density 1 per 2,000 1 per 20,000 and Moisture sq yd sq yd1 Subgrade Preparation Moisture/ Density Roadway N/A N/A Tests (Proctor), 1 per (Section 207) 1 per project2 Soils material type Classification

In-Place Density One per half Linear Grading 1 per 5 miles and Blading and Moisture mile and Re- Moisture/ Density Roadway N/A N/A shaping Tests (Proctor), 1 per (Sections 208, 1 per project2 Soils material type 209) Classification 1 every 3 months with In-Place Density See Table each Structure and Moisture 906.1.2:2 1 per 5,000 sampling/ 1 testing Backfill for cy Gradation, PI 1 per 300 cy technician Major N/A N/A Structures Moisture/ Density Stockpile (Section 210) Tests (Proctor), 1 per 1 per project2 Soils material type Classification

1 per 30,000 In-Place Density 1 per 3,000 sq yd, and Moisture sq yd minimum 1 per project Roadway N/A N/A Treated Subgrade Moisture/ Density Tests (Proctor), 1 per (Section 306) 1 per project Soils material type Classification

AASHTO T 290 1 per 10,000 Upon Borrow Pit N/A N/A N/A Sulfate Testing cy Request

1 per 3,000 In-Place Density See Table Structure N/A cy, minimum and Moisture 906.1.2:2 Backfill for 1 per project 1 every 3 Mechanical months with Moisture/ Density Stabilized each Tests (Proctor) 1 per Earth (MSE) 1 per project sampling/ N/A Soils material type Retaining testing Classification 1 per material Structures Stockpile technician type (Section 506) 1 per 3,000 Gradation, PI 1 per 300 cy cy, minimum 1 per project

Section 906: Minimum Testing Requirements (MTR’s) 906-2

Table 906.1.2:1 Earthwork

Sampling/ Independent Assurance State Agency Contractor Item Test Required Testing Materials Testing Testing Project System Location Approach Approach Bureau

Direct Shear, Upon N/A N/A N/A Electro Chemical Request

Foundations In-Place Density 1 per Structure 1 per project, for Slope and and Moisture structure not required Erosion N/A for projects N/A Protection Moisture / Density Foundation with 4 or less Structures Tests (Proctor), 1 per 1 material structures (Section 602) Soils material type location Classification

In-Place Density Roadway 1 per lift Backfill for Soil and Moisture and Drainage Moisture/ Density N/A 1 per project N/A Geotextiles Tests (Proctor), 1 per Stockpile (Section 604) Soils material type Classification

1 per 5,000 lf, In-Place Density Roadway 1 per 1,000 lf minimum and Moisture 1 per project 1 every 3 Backfill for months with Drains (section Moisture/ Density N/A each N/A 605.3.4) Tests (Proctor), 1 per sampling/ Stockpile 1 per project2 Soils material type testing Classification technician 1 every 3 In-Place Density 1 per 150 sq 1 per 1,500 sq Foundations Roadway months with and Moisture yd yd1 for Sidewalks, each Drive Pads and sampling/ Moisture/ Density N/A N/A Concrete Foundation Tests (Proctor), 1 per testing Median Paving material 1 per project2 Soils material type technician location (Section 608) Classification

Bed Course In-Place Density 1 per 150 sq 1 per 1,500 sq Roadway Material for and Moisture yd yd1 Sidewalks, Drive Pads and Moisture/ Density N/A N/A Tests (Proctor), 1 per Concrete Stockpile 1 per project2 Median Paving Soils material type (Section 608) Classification

1 per 500 lf In-Place Density or as site Roadway 1 per 5,000 lf1 Foundations and Moisture locations for Curb and require N/A N/A Gutter (Section Moisture/ Density 609) Foundation Tests (Proctor), 1 per material 1 per project2 Soils material type location Classification

Section 906: Minimum Testing Requirements (MTR’s) 906-3

Table 906.1.2:1 Earthwork

Sampling/ Independent Assurance State Agency Contractor Item Test Required Testing Materials Testing Testing Project System Location Approach Approach Bureau

1 per 500 lf In-Place Density or as site Roadway 1 per 5,000 lf1 Bed Course and Moisture locations Material for require Curb and N/A N/A Gutter (Section Moisture/ Density Tests (Proctor), 1 per 609) Stockpile 1 per project2 Soils material type Classification

In-Place Density See Table Structure Foundations / and Moisture 906.1.2:2 Backfill for Moisture/ Density N/A N/A Cattle Guards Tests (Proctor), 1 per 1 every 3 (Section 610) Stockpile 1 per project, Soils material type not required months with Classification for projects each with 4 or less sampling/ In-Place Density 1 per Structure structures1 testing and Moisture structure technician Bedding Material for Moisture/ Density N/A 1 every 3 N/A Cattle Guards Tests (Proctor), 1 per months with Stockpile (Section 610) Soils material type each Classification sampling/ testing In-Place Density technician Structure See Table A Foundations / and Moisture Backfill for Drop Inlets and Moisture/ Density N/A N/A Foundation Junction Boxes Tests (Proctor), 1 per material (Section 623) Soils material type location Classification 1 per project In-Place Density See Table Structure Foundations / and Moisture 906.1.2:2 Backfill for Moisture/ Density N/A N/A Utilities Foundation Tests (Proctor), 1 per (Section 660) material Soils material type location Classification Notes: 1. IA testing is not required when the Project estimated quantity is half or less than the Acceptance frequency quantity. When an Agency testing frequency is not provided this table will indicate the IA requirement. 2. Required if in-place moisture / density IA testing is required. 3. In instances where an IA test is not require the PM may request IA test at their discretion.

Section 906: Minimum Testing Requirements (MTR’s) 906-4

Table 906.1.2:2 Structure Definitions, Foundation and Backfill Requirements 1) Transverse or skewed culvert or concrete box culvert (CBC), not connected to an underground drainage network, including end sections, wing walls if backfilled simultaneously, structural plate pipe, storm drains and sewer lines (Note 1): Foundation: One density per 100 linear feet. For pipe in a battery, up to 4 pipe may be considered as a unit for purposes of foundation density.

Backfill Density: 1 per 2 foot of fill per side* and to top of trench per 100 linear feet (Note 2). * For a battery of pipes, the number of backfill densities required will be as follows: One-Half (1/2) of the required densities for up to 4 pipes. One-Third (1/3) of the required densities for more than 4 pipes.

2) End section or CBC wing wall if backfilled separately from culvert pipe or CBC (Note 2): Backfill Density: 1 per 2 foot of fill per side.

3) Drop inlet (D.I.), junction box, cattle guard, light and signal base, manhole, etc.: Foundation: 1 per structure. Backfill Density: 1 per 2 foot of fill.

4) Underground drainage network including interruptions such as D.I., manhole, junction box, plug service connection, slotted drain, etc., if backfilled simultaneously:

Foundation: One per 100 linear feet. Backfill Density: 1 per 2 foot of fill per side and to top of trench per 100 linear feet (Note 2).

5) Retaining wall / MSE wall: Foundation: One foundations density per 100 linear feet. Backfill Density: 1 per 2 foot of fill per 100 linear feet.

6) Bridge abutment back wall, wing wall or approach slab: Backfill Density: 1 per 6 inches of fill.

7) Pier footing: Foundation: 1 per footing. Backfill Density: 1 per 6 inches of fill.

8) Waterlines, electrical conduit, telephone cable or gas line, etc., within roadway prism (traveled area and shoulder) if trench width sufficient for density testing: Foundation: One per 100 linear feet. Backfill Density: 1 per 2 foot of fill per 100 linear feet.

9) Waterline, electrical conduit, telephone cable or gas line, etc., outside the roadway prism (traveled area and shoulders) if trench width sufficient for density testing:

Foundation: 1 per 300 linear feet. Backfill Density: 1 per 2 foot of fill per 300 linear foot.

Section 906: Minimum Testing Requirements (MTR’s) 906-5

Table 906.1.2:2 Structure Definitions, Foundation and Backfill Requirements (Continued) Notes: 1. All extensions will be considered increments and as such structure units.

2. Determination of Backfill Depths Governing Minimum Testing Criteria Requirements:

A. When backfill construction is performed in trench conditions, the depth of compacted backfill to be tested shall be measured from the foundation to the top of the trench. B. When backfill construction is performed in non-trench conditions, the depth of compacted backfill to be tested shall be determined through the use of the appropriate NMDOT Standard Drawings.

Table 906.1.2:3 Base Course Sampling/ Independent Assurance State Agency Contractor Item Test Required Testing Materials Testing Testing Project System Location Approach Approach Bureau

In-Place Density Roadway after 1 per 1,000 1 per 20,000 and Moisture compaction tons tons1

1 per 1 every 3 Moisture/ Density 1 per Stockpile material months with Tests (Proctor) project1 type each project Base Course sampling / 1 per 2,000 N/A N/A (Section 303) Gradations testing Processed tons 1 per 20,000 technician 1 material 1 per 4,000 tons FF, LL, PI tons

Roadway after 1 per 1,000 Thickness NA NA compaction tons Note: 1. IA testing is not required on Projects with estimated quantity of 500 tons or less. 2. In instances where an IA test is not require the PM may request IA test at their discretion.

Section 906: Minimum Testing Requirements (MTR’s) 906-6

Table 906.1.2:4 Aggregates

Sampling/ Independent Assurance State Agency Contractor Item Test Required Testing Materials Testing Testing Project System Location Approach Approach Bureau

1 per 1,000 1 per 50,000 Processing, In-Place Density Roadway 1 every 3 Placing and sq yd sq yd months with Compacting each project Gradation (Dry N/A N/A Existing field sieve 1 per 5,000 sampling/ Stockpile 1 per project Pavement verification per sq yd testing (Section 302) TTCP) technician

LA Wear Rip Rap (AASHTO T 96) 1 per year Material Source N/A N/A N/A N/A & Soundness per source (Section 602) (AASHTO T 104)

Section 906: Minimum Testing Requirements (MTR’s) 906-7

Table 906.1.2:5 Minor Paving - Hot Mix Asphalt (HMA) Warm Mix Asphalt (WMA)

Sampling/ Independent Assurance State Agency Contractor Item Test Required Testing Materials Testing Testing Project System Location Approach Approach Bureau

Asphalt Content (Strap Method or Asphalt Plant N/A 1 per day N/A Meter)

1 per 1 every 3 Air Voids 3 per lot N/A HMA/WMA project1 months with each project Minor Paving Contractor to N/A Roadway sampling/ (Section 416) provide three Compaction Roadway testing 10 per lot (3) cores for 1 per lot1 Nuclear technician Correlation of Densometer Densometer

Thickness 3 per lot Obtain Cores N/A

1 per 250 1 per 3,000 tons 1st 1 every 3 tons with a 2,000 tons 1 per 15,000 Cold Feed 1 months with minimum of then 1 per tons each project Gradation, FF N/A 1 per day 500 tons after sampling/ 2,000 tons testing 1 per 1,000 technician Crushing N/A N/A tons Open Graded Friction Material will Course be accepted Samples will (Section 403) 1 sample in be obtained consisting of accordance by contractor Performance From storage three with contract personnel Graded Asphalt tank or Delivery separate N/A N/A documents. and observed Binder Truck A min. of 1-quart by one sample increments Department per project per Project personnel will be tested.

Note: 1. IA testing is not required on Projects with estimated quantity 1,000 tons or less. 2. In instances where an IA test is not require the PM may request IA test at their discretion.

Section 906: Minimum Testing Requirements (MTR’s) 906-8

Table 906.1.2:6 Asphalt Recycling

Sampling/ Independent Assurance State Test Contractor Item Testing Agency Testing Materials Required Testing Project System Location Approach Approach Bureau

Hot In-Place Roadway Recycling Density 1 per 30,000 (Remixing Roadway 1 per 3,000 sq yd N/A (Nuclear sq yd Method) Densometer) (Section 412)

Single- Roadway N/A Density 1 per 30,000 Machine Hot Roadway 1 per 3,000 sq yd In-Place (Nuclear sq yd N/A Surface Densometer) Repaving Windrow / See Section 416 HMA/WMA N/A (Section 413) Hopper Minor Paving

Pavement Roadway 1 per 3,000 sq yd Surface Density 1 every 3 1 per 30,000 months with Restoration Roadway N/A N/A Bulk Specific sq yd each project (In-Situ) 2 sets/day (Section 415) Gravity sampling/ testing Samples will be technician obtained by contractor Minimum 2 Material will be personnel and Random samples accepted in observed by samples will consisting of three accordance Performance Department be selected As required From separate 1 quart with the Graded personnel. One by District in the storage tank increments per Contract Asphalt sample will be Laboratory Contract or delivery Project. One from Requirements. Binder obtained from Personnel Documents truck the Test Strip and A minimum of (Section 402) the Test Strip, and one randomly two samples and one sample submitted to selected from the per project will will be obtained the SMB. project be tested. for each 5000 tons asphalt mix

Section 906: Minimum Testing Requirements (MTR’s) 906-9

Table 906.1.2:7 Asphalt Mineral Admixtures Materials

Sampling/ Independent Assurance Agency Contractor State Materials Item Test Required Testing Testing Testing Project System Bureau Location Approach Approach

Material shall be Manufactures provided by approved Asphalt certificate of suppliers, in Emulsion compliance will N/A N/A N/A N/A N/A accordance with SMB (Section 402) suffice for testing procedures for credits Certification of Asphalt Suppliers.

Manufactures Mineral certificate of Admixtures compliance will N/A N/A N/A N/A N/A N/A (Section 402) suffice for testing credits

Section 906: Minimum Testing Requirements (MTR’s) 906-10

Table 906.1.2:8 Major Paving (Sections 423/424/900s) - Hot Mix Asphalt (HMA), Warm Mix Asphalt (WMA)

Sampling/ Independent Assurance State Agency Contractor Item Test Required Testing Materials Testing Testing Project System Location Approach Approach Bureau

Asphalt Content, Gradation, 1 per 3000 1 per 1000 Gmm, Gmb, Air tons tons. Voids, VMA, 1 per 15,000 VFA, DP Gmm will be Gmm will be determined at determined at tons Roadway least once per least twice per Roadway Compaction day. day. 1 every 3 HMA/WMA (Cores) months with Superpave each project Referee (Section Roadway sampling/ Testing 423/424) Compaction testing (nuclear/non- technician destructive)

Cold Feed N/A As needed N/A before FF, SE, F&E, addition of FAA, Moisture Mineral Admixtures

Samples will be obtained by Minimum 2 contractor samples each personnel and Random Material will be consisting of observed by samples will accepted in three separate From Department be selected accordance Performance one quart As required in storage personnel. One by District with contract Graded Asphalt increments per the Contract tank or sample will be Laboratory NA requirements Binder (Section Project. One Documents delivery obtained from Personnel A minimum of 402) from the Test truck the Test Strip, and two samples Strip and one and one sample submitted to per project will randomly will be obtained the SMB. be tested. selected from for each 5000 the project tons asphalt mix

Manufactures Asphalt certificate of Emulsion compliance will N/A N/A N/A N/A Na N/A (Section 402) suffice for testing credits

Manufactures Mineral certificate of Admixtures compliance will N/A N/A N/A N/A N/A N/A (Section 402) suffice for testing credits

Section 906: Minimum Testing Requirements (MTR’s) 906-11

Table 906.1.2:9 Portland Cement Concrete Minor Structures, Curb & Gutter, Side Walks, etc. (Sections 509, 510, 511, 521) Sampling/ Independent Assurance State Test Contractor Item Testing Agency Testing Materials Required Testing Project System Location Approach Approach Bureau

Fine Aggregates 1 every 3 Gradation One IA test months with 1 per 2 weeks 1 per week per 10 each project Stockpile during concrete during concrete N/A Agency sampling/ Course F.F., F&E, production production 1 Aggregates Tests testing Specific technician Gravity

Manufacture Non-Shrink certificate of Grout compliance N/A N/A NA N/A N/A N/A Aggregate will suffice for testing credits

Each mix design per day of placement. Each mix design Test the first three per day of 1 every 3 Compressive loads, with one placement. months with Project Strength randomly sampled See Table Test the first 1 per each project Acceptance Cylinders, and for one set of N/A 906.1.2:14 three loads and project1 sampling/ Test Plastic cylinders. one load from testing Properties Sample for testing each 6 load technician and cylinders, one sublot for plastic random load from properties each subsequent 6 load sublot Note: 1. IA testing is not required on Projects with estimated quantities of all concrete classes combined less than 100 CY. 2. In instances where an IA test is not require the PM may request IA test at their discretion.

Section 906: Minimum Testing Requirements (MTR’s) 906-12

Table 906.1.2:10 Portland Cement Concrete Major Structures, Substructures, Drilled Shafts (Sections 502, 509, 510, 511, 521) Sampling/ Independent Assurance State Test Contractor Item Testing Agency Testing Materials Required Testing Project System Location Approach Approach Bureau

Manufacture Non-Shrink certificate of Grout compliance N/A N/A NA N/A N/A N/A Aggregate will suffice for testing credits

Section 906: Minimum Testing Requirements (MTR’s) 906-13

Table 906.1.2:11 Portland Cement Concrete Pavement (Sections 509, 451)

Sampling/ Independent Assurance State Test Agency Contractor Item Testing Materials Required Testing Testing Project System Location Approach Approach Bureau

Fine Gradation Aggregates One IA test 1 per 2 weeks 1 per week during Stockpile per 10 during concrete concrete N/A N/A Coarse Agency production production Aggregates F.F, F&E, Tests1 Specific

Gravity

Per day of placement. Per day of Test the first three placement. Compressive loads, with one Strength randomly sampled Test the first three 1 per 10,000 Cylinders, See Table B for one set of Project loads and one sy1 Acceptance and Plastic cylinders. load from each N/A N/A Test Properties Sample one subsequent 6 random load from load sublot for each subsequent plastic properties 6 load sublot

Thickness Roadway 1 per 300 cy N/A N/A

Evaporation Potential determined at Environmental Evaporation Placement intervals not N/A N/A N/A N/A Conditions Rate Site greater than 5 minutes until final curing system in place Note: 1. IA testing is not required on Projects with estimated quantities of all concrete classes combined less than 100 CY. 2. In instances where an IA test is not require the PM may request IA test at their discretion.

Section 906: Minimum Testing Requirements (MTR’s) 906-14

Table 906.1.2:12 Portland Cement Concrete Superstructures (509, 510, 512)

Sampling/ Independent Assurance State Test Agency Contractor Item Testing Materials Required Testing Testing Project System Location Approach Approach Bureau

Fine Gradation Aggregates One IA test 1 per 2 weeks 1 per week during Stockpile per 10 during concrete concrete N/A N/A Coarse Agency production production Aggregates F.F, F&E, Tests1 Specific

Gravity

Each mix design per day of placement. Each mix design Test the first three per day of Compressive loads, with one placement. Project Strength randomly sampled Test the first three Acceptance Cylinders, See Table B for one set of loads and one 1 per 300 cy1 N/A N/A Test and Plastic cylinders. load from each Properties Sample one subsequent 6 random load from load sublot for each subsequent plastic properties 6 load sublot

Evaporation Potential determined at Environmental Evaporation Placement intervals not N/A N/A N/A N/A Conditions Rate Site greater than 5 minutes until final curing system in place Note: 1. IA testing is not required on projects with estimated quantities of all concrete classes combined less than 100 CY. 2. In instances where an IA test is not require the PM may request IA test at their discretion.

Section 906: Minimum Testing Requirements (MTR’s) 906-15

Table 906.1.2:13 QLA Portland Cement Concrete Pavement (Sections 450, 509)

Sampling/ Independent Assurance State Test Agency Contractor Item Testing Materials Required Testing Testing Project System Location Approach Approach Bureau

Fine Aggregates Gradation 1 per week during 1 per day per day Stockpile concrete Minimum 2 NA of production Coarse F.F., F&E, production Aggregates Specific Gravity 1 every 3 One set of months with cylinders from each project one of the first sampling/ three trucks. 1 set testing per 125 cy technician Compressive thereafter Strength 1 per 2,000 Project See Table B 1 per 500 cy For each of the Cylinders, Referee Acceptance first three trucks. cy and Plastic Testing Test Properties 1 set per 125 cy from the trucks selected for compressive strength testing thereafter.

Thickness Roadway 1 per 5,000 sq yd 1 per 2,500 sq yd N/A N/A

Evaporation Potential determined at Environmental Evaporation Placement intervals not N/A N/A N/A N/A Conditions Rate Site greater than 5 minutes until final curing system in place

Table 906.1.2:14 Method of Placement Sample Location Pumped Point of discharge from pump into structure Direct Discharge from Truck At end of discharge chute of truck Crane and Bucket From discharge chute of bucket Conveyor Belt From Material on roadway after being discharged from conveyor Slip Form (Curb and Gutter/Barrier Walls) Point of discharge into extrusion machine Sip Form (PCCP) From grade in front of paving machine

Section 906: Minimum Testing Requirements (MTR’s) 906-16

Table 906.1.2:15 Tolerances for Comparison of Independent Assurance Sample Tests to Acceptance and Process Control Tests CHARACTERISTICS TOLERANCES Moisture/Density Test (Proctor) ± 3.0 PCF*, ± 2 Units for Moisture In Place Moisture/Density (Roadway) ± 3.0 PCF, ± 2 Units for Moisture Plasticity Index (P.I.) ± 3 Units *Only if proctors are run by both District and Project. If proctors are not run by both District and Project ± 5.0 PCF

GRADATION 1 1/2" to 3/4" ± 6 Units 1/2" to No. 4 ± 5 Units No. 8 through No. 100 ± 4 Units No. 200 ± 2 Units** **For high volume change soil (Section 207) the allowable tolerance shall be ± 5 units Fractured Faces ± 5 Units Flat & Elongated ± 5 Units Fine Aggregate Angularity ± 3 Units Sand Equivalent ± 4 Units Aggregate Specific Gravity ± 0.020

CONCRETE Slump ± 0.5 Inch Unit Weight ± 2.0 PCF Compressive Strength Within-test coefficient of variation less than 5 % 23 HOT MIX ASPHALT (HMA) Roadway Density (Cores from Project, ± 0.025 Units retained by Agency and Contractor Personnel) Density (Nuclear) ± 4 Units VMA ± 1.0 Units DP ± 0.3 Units

Asphalt Content (Ignition Burn Oven) ± 0.30 Units (Mixes with Virgin Material and RAP less than equal to15%), ± 0.40 (With greater than 15% RAP) Bulk Specific Gravity at Ndes ± 0.025 Units Maximum Specific Gravity ± 0.020 Units

Section 906: Minimum Testing Requirements (MTR’s) 906-17