1、*USACE / NAVFAC / AFCESA / NASA UFGS-02 32 00 (May 2010)-Preparing Activity: USACE (CW) SupersedingUFGS-02 32 00 (April 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION TABLE OF CONTENTSDIVISION 02 - EXISTING CONDITIONSSECTION 02 32 00SUBSURF
2、ACE DRILLING, SAMPLING, AND TESTING05/10PART 1 GENERAL1.1 UNIT PRICES1.1.1 Mobilization and Demobilization1.1.1.1 Payment1.1.1.2 Unit of Measure1.1.2 Auger Boring and Sampling of Drill Holes1.1.2.1 Payment1.1.2.2 Measurement1.1.2.3 Unit of Measure1.1.3 Drive Sample Boring and Sampling1.1.3.1 Payment
3、1.1.3.2 Measurement1.1.3.3 Unit of Measure1.1.4 Undisturbed Sample Boring and Sampling1.1.4.1 Payment1.1.4.2 Measurement1.1.4.3 Unit of Measurement1.1.5 Core Hole Overburden Drilling, Without Sampling1.1.5.1 Payment1.1.5.2 Measurement1.1.5.3 Unit of Measure1.1.6 Core Drilling, Vertical Inclined Hole
4、s1.1.6.1 Payment1.1.6.2 Measurement1.1.6.3 Unit of Measure1.1.7 Pressure Testing (Hydraulic)1.1.7.1 Payment1.1.7.2 Measurement1.1.7.3 Unit of Measure1.1.8 Test Pit Excavation1.1.8.1 Payment1.1.8.2 Measurement1.1.8.3 Unit of Measure1.1.9 Test Pit Undisturbed Sample1.1.9.1 PaymentSECTION 02 32 00 Page
5、 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.1.9.2 Measurement1.1.9.3 Unit of Measure1.1.10 Material for Shoring/Lining Pit Excavation1.1.10.1 Payment1.1.10.2 Measurement1.1.10.3 Unit of Measure1.1.11 Casing Left in Drill Holes1.1.11.1 Payment
6、1.1.11.2 Measurement1.1.11.3 Unit of Measure1.2 REFERENCES1.3 SYSTEM DESCRIPTION1.3.1 Auger Borings and Sampling1.3.2 Drive Sample Borings and Sampling1.3.3 Undisturbed Sample Borings and Sampling1.3.4 Core Drilling1.3.5 Pressure Testing (Hydraulic)1.3.6 Test Pit Excavation and Sampling1.3.7 Sequenc
7、ing and Scheduling1.3.7.1 Schedule of Drilling, Sampling, and Testing1.3.7.2 Order of Work1.4 SUBMITTALS1.5 QUALITY ASSURANCE1.6 DELIVERY, STORAGE, AND HANDLING1.6.1 General1.6.2 Undisturbed Samples1.7 PROJECT/SITE CONDITIONS1.7.1 Environmental Requirements1.7.2 Field MeasurementsPART 2 PRODUCTS2.1
8、CONTAINERS2.1.1 Sample Jars2.1.2 Shipping Boxes2.1.3 Tubes and Crates2.1.4 Core Boxes2.2 LABELS2.2.1 Sample Jar Labels2.2.2 Shipping Box Labels2.2.3 Core Box Labels2.3 EQUIPMENT AND SUPPLIES2.3.1 Auger Boring and Sampling2.3.2 Drive Sample Boring and Sampling2.3.3 Undisturbed Sample Boring and Sampl
9、ing2.3.4 Core Drilling2.3.5 Pressure Testing (Hydraulic)2.3.6 Test Pit Excavation and SamplingPART 3 EXECUTION3.1 MOBILIZATION AND DEMOBILIZATION3.1.1 Mobilization3.1.2 Demobilization3.2 IDENTIFYING SAMPLES3.3 AUGER BORING AND SAMPLING3.4 DRIVE SAMPLE BORING AND SAMPLING3.5 UNDISTURBED SAMPLE BORING
10、 AND SAMPLING3.5.1 ProcedureSECTION 02 32 00 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.5.2 Sealing3.5.2.1 Alternate 13.5.2.2 Alternate 23.5.2.3 Alternate 33.6 CORE HOLE OVERBURDEN DRILLING3.7 CORE DRILLING3.7.1 Procedure3.7.2 Arrangemen
11、t of Core3.7.3 Preservation of Core3.7.4 Labeling, Marking and Packing Core3.7.5 Disposition of Core3.8 PRESSURE TESTING (HYDRAULIC)3.9 TEST PIT EXCAVATION AND SAMPLING3.9.1 Excavation3.9.2 Sampling3.9.3 Disposition of Samples3.10 SUPPLEMENTAL BORINGS PITS3.11 BACKFILLING3.11.1 Drill Holes3.11.2 Tes
12、t Pits3.12 RECORDS- End of Section Table of Contents -SECTION 02 32 00 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-02 32 00 (May 2010)-Preparing Activity: USACE (CW) SupersedingUFGS-02 32 00 (April 2006)
13、UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION 02 32 00SUBSURFACE DRILLING, SAMPLING, AND TESTING05/10*NOTE: This guide specification covers the requirements for determining the type, nature, and characteristics of subsurface materials as they e
14、xist to the depths and at the locations specified.Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate information.Remove information and requirements not required in respective pr
15、oject, whether or not brackets are present.Comments and suggestions on this guide specification are welcome and should be directed to the technical proponent of the specification. A listing of technical proponents, including their organization designation and telephone number, is on the Internet.Rec
16、ommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).NOTE: TO DOWNLOAD UFGS GRAPHICSGo to http:/wbdg.org/ccb/NAVGRAPH/graphtoc.pdf.*PART 1 GENERAL1.1 UNIT PRICES*NOTE: If Section 01 22 00.00 10 MEASUREMENT AND PAYMENT is included in the project specifications, this parag
17、raph title (UNIT PRICES) should be deleted from this section and the remaining appropriately edited subparagraphs below should be inserted into Section 01 22 00.00 10.*SECTION 02 32 00 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Make all me
18、asurements for payment by or in the presence of the Contracting Officer. Preserve all holes in good condition until final measurement and until the records and samples have been examined and accepted. Payment will be made only for drilling and pressure testing those holes or for excavating those tes
19、t pits that are included in the SCHEDULE OF DRILLING, SAMPLING, AND TESTING, or are directed by the Contracting Officer to be so drilled or excavated. Payment will not be made for any hole or testing for which satisfactory records (and samples), as determined by the Contracting Officer, are not furn
20、ished.1.1.1 Mobilization and Demobilization1.1.1.1 PaymentPayment will be made for costs associated with mobilization and demobilization. Sixty percent of the Mobilization and Demobilization lump-sum price will be paid following completion of moving onto the site, including complete assembly in work
21、ing order, of all equipment necessary to perform the required drilling, sampling, pressure-testing and test pit excavation operations. The remaining 40 percent of the contract lump sum price will be paid after all site restoration is completed and all equipment has been removed from the site. No sep
22、arate payment will be made for moves between holes or test pits.1.1.1.2 Unit of MeasureUnit of measure: lump sum.1.1.2 Auger Boring and Sampling of Drill Holes1.1.2.1 PaymentPayment will be made for costs associated with Auger Boring and Sampling, _ mm inch Diameter Drill Holes.1.1.2.2 MeasurementAu
23、ger Boring and Sampling, _ mm inch Diameter Drill Holes will be measured for payment to the nearest 300 mm linear foot, based upon the linear meters feet of holes that were actually drilled through overburden with augers in accordance with the specifications. Measurements will be made from the origi
24、nal ground surface.1.1.2.3 Unit of MeasureUnit of measure: linear meter foot.1.1.3 Drive Sample Boring and Sampling1.1.3.1 PaymentPayment will be made for costs associated with Drive Sample Boring and Sampling, - _ mm inch Diameter Samples.1.1.3.2 MeasurementDrilling for drive sample boring and samp
25、ling will be measured for payment to the nearest 300 mm linear foot, based upon the linear meters feet of holes that were actually drilled by drive-sample-boring methods in SECTION 02 32 00 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-accord
26、ance with the specifications. Measurements will be made from the original ground surface.1.1.3.3 Unit of MeasureUnit of measure: linear m foot.1.1.4 Undisturbed Sample Boring and Sampling1.1.4.1 PaymentPayment will be made for costs associated with Undisturbed Sample Boring and Sampling, _ mm inch D
27、iameter Samples.1.1.4.2 MeasurementDrilling for undisturbed sample boring and sampling will be measured for payment to the nearest 300 mm foot, based upon the linear meters feet of holes that were actually drilled by undisturbed sampling methods in accordance with the specifications. Measurements wi
28、ll be made from the original ground surface.1.1.4.3 Unit of MeasurementUnit of measure: linear m foot.1.1.5 Core Hole Overburden Drilling, Without Sampling1.1.5.1 PaymentPayment will be made for costs associated with Core Hole Overburden Drilling, Without Sampling, _ mm inch Diameter Drill Holes, Ve
29、rtical Inclined.1.1.5.2 MeasurementCore hole drilling through overburden in order to permit core drilling of rock for vertical inclined holes where sampling of overburden is not required will be measured for payment to the nearest 300 mm foot, based upon the linear meters feet of hole actually drill
30、ed and cased in accordance with these specifications.1.1.5.3 Unit of MeasureUnit of measure: linear m foot.1.1.6 Core Drilling, Vertical Inclined Holes1.1.6.1 PaymentPayment will be made for costs associated with Core Drilling Vertical Inclined Holes for _ mm inch Diameter Cores.1.1.6.2 MeasurementC
31、ore Drilling Vertical Inclined Holes for _ mm inch Diameter Cores will be measured for payment to the nearest 300 mm foot, based upon the linear meters feet of hole actually drilled in rock in accordance with the specifications.SECTION 02 32 00 Page 6Provided by IHSNot for ResaleNo reproduction or n
32、etworking permitted without license from IHS-,-,-1.1.6.3 Unit of MeasureUnit of measure: linear m foot.1.1.7 Pressure Testing (Hydraulic)1.1.7.1 PaymentPayment will be made for costs associated with Pressure Testing (Hydraulic).1.1.7.2 MeasurementPressure Testing (Hydraulic) will be measured for pay
33、ment based upon the number of hours that pressure testing (hydraulic) was actually performed at the direction of the Contracting Officer and in accordance with the specifications or as otherwise required. Pressure testing (hydraulic) will be measured from the time the pressure testing is begun at th
34、e direction of the Contracting Officer to the time of completion of the test as determined by the Contracting Officer. Time spent in placing packer elements in the holes, raising or lowering the packer elements from one lift to another, or removing the packer elements from the holes and time spent i
35、n preparation for testing will not be included.1.1.7.3 Unit of MeasureUnit of measure: hour.1.1.8 Test Pit Excavation1.1.8.1 Payment*NOTE: Delete the first bracketed option below if the payment paragraphs are inserted in Section 01 22 00.00 10 MEASUREMENT AND PAYMENT; otherwise delete the second bra
36、cketed option.*Payment will be made for costs associated with excavating test pits in accordance with this section Section 01 22 00.00 10 MEASUREMENT AND PAYMENT.1.1.8.2 MeasurementTest Pit Excavation will be measured for payment based upon the contract unit price for each test pit excavated, which
37、includes the cost of all shoring materials.1.1.8.3 Unit of MeasureUnit of measure: each.1.1.9 Test Pit Undisturbed Sample1.1.9.1 Payment*NOTE: Delete the first bracketed option below if SECTION 02 32 00 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from I
38、HS-,-,-the payment paragraphs are inserted in Section 01 22 00.00 10 MEASUREMENT AND PAYMENT; otherwise delete the second bracketed option.*Payment will be made for costs associated with undisturbed sampling in a test pit in accordance with this section Section 01 22 00.00 10 MEASUREMENT AND PAYMENT
39、.1.1.9.2 MeasurementTest Pit Undisturbed Sample will be measured for payment based upon the contract unit price for each sample obtained.1.1.9.3 Unit of MeasureUnit of measure: each.1.1.10 Material for Shoring/Lining Pit Excavation1.1.10.1 PaymentPayments will be made for costs associated with Shori
40、ng/Lining Test Pit Excavations at the contract unit price for each test pit excavation.1.1.10.2 MeasurementMaterial used for shoring/lining test pit excavations will be measured for payment based upon the amount of material actually used as directed by the Contracting Officer for shoring/lining the
41、excavations. Material salvaged and re-used at the direction of the Contracting Officer will be paid for at the rate of 30 percent of the contract unit price.1.1.10.3 Unit of MeasureUnit of measure: each.1.1.11 Casing Left in Drill Holes1.1.11.1 PaymentPayment will be made for costs associated with C
42、asing Left in Drill Holes, _ mm inch Diameter.1.1.11.2 MeasurementCasing Left in Drill Holes will be measured for payment to the nearest 300 mm foot, based upon the linear meters feet of casing actually left in the drill holes at the direction of the Contracting Officer.1.1.11.3 Unit of MeasureUnit
43、of measure: linear m foot.1.2 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide SECTION 02 32 00 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-specification. The publications are referred to in th
44、e text by basic designation only and listed in this paragraph by organization, designation, date, and title.Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically place the reference in the Reference Article. Also use the Reference Wizards Check Reference feature to update the issue dates.References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.*
