introduction - Kentucky Transportation Cabinet

More documents

Recommendations

Info

6.3. Utilize the drill rod puller for extraction of the drill rod. Place the puller on the drill rod before driving. With one foot remaining on the scraper plate, rotate the drill rod to loosen it, and then remove it up and out of the hole. Ensure no damage to the hole occurs. 6.4. Place the gauge over the site so that the source rod aligns with the hole. Depress the trigger, and push the source rod down to the properly indexed posit ion at the desired depth. With the operator facing the scaler module, pull the gauge toward the operator to seat the source rod against the side of the hole. Perform the test at a 6 -in. depth. 6.4.1. Model 3411B: the depth selection switch is graduated from “BS” (backscatter) through 12 in. Dial in the appropriate depth with the switch. Gauges are calibrated on 2-in. increments only. 6.4.2. Model 3430: press the “DEPTH” key. Select the correct depth with the “up arrow” or the “down arrow.” When the correct depth is displayed, press the “START/ENTER” key. 6.4.3. Model 3440: press the “DEPTH” key. Select the correct depth with the “up arrow” or the “down arrow.” When the correct depth is displayed, press the “START/ENTER” key. 6.4.4. Humboldt 500EZ: Press the F3 to increase or F4 to decrease the value. When the correct depth is displayed, press the “MEAS” key. 7. BACKSCATTER PROCEDURE (FOR AGGREGATE BASE AND CONCRETE): 7.1. Situations may occur in which it is impossible to drive the drill rod into the material without destroying the surface. In this case, use the backscatter procedure. 7.2. Under backscatter conditions, site preparation must be more thorough and all vo ids filled as closely as possible to the same, or similar, density as the compacted material. The gauge must not rock on its base when seated. 7.3. When the source rod is indexed into the backscatter posit ion, be careful not to bypass the intended index notch and force the source rod tip on, or into, the material. 7.4. Soils and aggregate compaction are based on a dry density; concrete compaction is based on a wet density. Record only the wet density measurement on concrete. 8. REPORTING: 7.4.1. Model 3411B: refer to the manufacturer’s instruction manual. 7.4.2. Model 3430: refer to the manufacturer’s instruction manual. 7.4.3. Model 3440: refer to the manufacturer’s instruction manual. 7.4.4. Humboldt 5001EZ: refer to the manufacturer’s instruction manual. KM 64-002-08 6
8.1. Record the station number and transverse location of each test location. 8.2. Report the density results on the applicable SiteManager Nuclear Density Excel Spreadsheet (DENSACPT.XLS or DENSITY.XLS). 9. PRECAUTIONS: APPROVED 9.1. Ensure all personnel operating nuclear gauges are trained in the principles o f nuclear testing and all related safety practices. Operators shall wear personnel mo nitoring devices such as badges. 9.2. Ensure all nuclear gauge users refer to, and observe, the safet y precautions in the Division of Construction’s Guidance Manual and Manufacturer’s Operational Manual for Nuclear Gauges. 9.3. Perform all tests at least 30 ft. from other radioact ive material. 9.4. Perform all tests at least two feet from any vertical projections (retaining walls, ditches, etc.) and at least three inches fro m the pavement edge or joint. 9.5. Keep all personnel without monitoring devices at least 15’ from the nuclear gauge. DIRECTOR DIVISION OF MATERIALS DATE 02/29/08 <strong>Kentucky</strong> Method 64-002-08 Revised 02/29/08 Supersedes 64-002-03 Dated 02/04/03 KM 64-002-08 7 Km00208.doc
Page 1 and 2: COMMONWEALTH OF KENTUCKY TRANSPORTA
Page 3: KENTUCKY METHODS GUIDANCE MANUAL ht
Page 6 and 7: TABLE OF CONTENTS KENTUCKY METHODS
Page 8 and 9: TABLE OF CONTENTS CONCRETE & CEMENT
Page 10 and 11: TABLE OF CONTENTS KM 64-442-09 METH
Page 12 and 13: Kentucky Method 64-001-08 Revised 0
Page 14 and 15: test procedures and equipment shall
Page 16 and 17: KENTUCKY QUALIFICATION PROGRAM FOR
Page 18 and 19: 3.2.3. Model 3440: Place the gauge
Page 20 and 21: and down on the handle without depr
Page 24 and 25: Kentucky Method 64-003-10 Dated 03/
Page 26 and 27: 4.4.2 Phase II- The product is unde
Page 28 and 29: 4.4.10 Phase X- Product has been ap
Page 30 and 31: that is; nominal weight, yield and
Page 32 and 33: (specifically section 811.10) and s
Page 34 and 35: 6. TESTING OF JOBSITE CHECK SAMPLES
Page 36 and 37: QUALITY CONTROL REPORT ____________
Page 38 and 39: KM 64-101-08 10
Page 40 and 41: 4.2. Frequency: Thickness determina
Page 44 and 45: KM 64-103-05 3
Page 48 and 49: k = 4L ⎛ ⎞ ⎜ ⎟ ⎝ t ⎠ ho
Page 52 and 53: 5.5.1. Division inspectors submit c
Page 54 and 55: 9.1.3. The cost of preparing and te
Page 58 and 59: KENTUCKY TRANSPORTATION CABINET TC
Page 60 and 61: 2.2. Qualification in the 4F positi
Page 62 and 63: 6.1. Fillet Welds: In making tests
Page 64 and 65: KM 64-110-05 6
Page 70 and 71: 2.2.2. EXAMPLE NO. 2 In this exampl
Page 72 and 73:
TABLE 1 RANDOM NUMBERS .600 .504 .2
Page 74 and 75:
TABLE 2 RANDOM NUMBERS .605 .973 .3
Page 76 and 77:
advance of inspection. Notify the E
Page 78 and 79:
APPROVED District: County: Route: S
Page 80 and 81:
safeguards against loading non-spec
Page 82 and 83:
9.2.3.1. Remove all barbs and protr
Page 84 and 85:
9.4.1.1. A lot is defined as a ship
Page 86 and 87:
produced for the KYTC. 12.2. The KY
Page 88 and 89:
REINFORCED CONCRETE PIPE PRODUCER
Page 90 and 91:
THERMOPLASTIC (HDPE/PVC) PIPE PRODU
Page 92 and 93:
4.4. Taking additional readings: At
Page 94 and 95:
epresent a day’s striping if the
Page 96 and 97:
etroreflectivity values established
Page 98 and 99:
calibration measurements in the ret
Page 100 and 101:
Kentucky Method 64-209-08 Revised 0
Page 102 and 103:
4.4. Apply a tensile load as indica
Page 104 and 105:
4. CALCULATIONS: 35.453 x ml x N Ag
Page 106 and 107:
N2 = Normality of NaOH W1 = Sample
Page 108 and 109:
thoroughly. Pipette a 25 ml. Aliquo
Page 110 and 111:
3. PROCEDURE: 3.1. Prepare moisture
Page 112 and 113:
APPROVED 6.1.4. % MgCO3: for all ex
Page 114 and 115:
let set overnight. Bring the sample
Page 116 and 117:
Page 118 and 119:
7. REPORT: APPROVED 7.1. % Total So
Page 120 and 121:
3.12. Sodium Thiocyanate Solution,
Page 122 and 123:
3.3.2.2. Calculations: Borings: mL
Page 124 and 125:
3.6. Report: with sulfuric acid. 3.
Page 126 and 127:
Page 128 and 129:
Add NaOH slowly while holding neck
Page 130 and 131:
layer in first funnel. To water lay
Page 132 and 133:
Page 134 and 135:
4.4.1.10. Distilled water 4.4.1.11.
Page 136 and 137:
the nitrate and water mixture to th
Page 138 and 139:
7. REPORT: APPROVED 7.1. Soil Ph 7.
Page 140 and 141:
Page 142 and 143:
Page 144 and 145:
4. CALCULATION: 3.4.2. Weigh 0.6g t
Page 146 and 147:
Page 148 and 149:
* NOTE: Program 9 includes the fo l
Page 150 and 151:
3.7. Don solvent resistant gloves a
Page 152 and 153:
Page 154 and 155:
used to separate phases of work. 4.
Page 156 and 157:
9.6. Location of any areas requirin
Page 158 and 159:
2.17 Sodium carbonate, reagent grad
Page 160 and 161:
6.18 Calculate the relative percent
Page 162 and 163:
Kentucky Method 64-262-08 Dated 03/
Page 164 and 165:
7.1 Calculation for Base Number: 8.
Page 166 and 167:
3. PREPARATION OF STANDARD SOLUTION
Page 168 and 169:
a few titrations, you will know abo
Page 170 and 171:
Page 172 and 173:
mixture of chloroform and chloroben
Page 174 and 175:
Page 176 and 177:
4.10 Allow the sieves to drain, pla
Page 178 and 179:
Page 180 and 181:
Performance Test Performance Parame
Page 182 and 183:
Thermal Cycling Primer to Substrate
Page 184 and 185:
Page 186 and 187:
Interval Cert. Weight (CW) Previous
Page 188 and 189:
4.2 The Department reserves the rig
Page 190 and 191:
Page 192 and 193:
CALIBRATION OF THE "WATTS AIR METER
Page 194 and 195:
Page 196 and 197:
layer. 4.3.4. Take special care in
Page 198 and 199:
utilized, a saturated lime solution
Page 200 and 201:
Page 202 and 203:
4.4. Calculations: particles start
Page 204 and 205:
APPROVED W = weight of original sam
Page 206 and 207:
APPROVED DIRECTOR DIVISION OF MATER
Page 208 and 209:
5.1.2. Ramps and ramp stubs will be
Page 210 and 211:
Page 212 and 213:
4. FREQUENCIES: 3.5.1. Procedure: T
Page 214 and 215:
KM 64-311-08 5
Page 216 and 217:
3.6. Be certain that all "fingers"
Page 218 and 219:
on the ground. 5.6. Position the co
Page 220 and 221:
consecutive trials discharge 29.5 l
Page 222 and 223:
APPROVED 10.7. If the yield is such
Page 224 and 225:
Page 226 and 227:
6. EVALUATION OF PACHOMETER READING
Page 228 and 229:
EXAMPLE Total Slab Volume =( 200’
Page 230 and 231:
3) the Project Engineer should revi
Page 232 and 233:
accordance with Section 105.04 of t
Page 234 and 235:
KM 64-314-08 6 CYL NO. 1 2 3 4 5 6
Page 236 and 237:
Cylinder Cylinder No. PSI No. PSI 1
Page 238 and 239:
inch inclusive shall be subject to
Page 240 and 241:
APPROVED 4.3.3. Sampling from Weigh
Page 242 and 243:
Page 244 and 245:
demonstration for each qualifying p
Page 246 and 247:
Page 248 and 249:
number corresponding to the desired
Page 250 and 251:
Page 252 and 253:
7. QUALIFICATION FOR PARTICIPATION
Page 254 and 255:
11. DIVISION QA PROCEDURES - 11.1 Q
Page 256 and 257:
Page 258 and 259:
3.2. Fly ash from the proposed sour
Page 260 and 261:
I. DISTRIBUTOR NAME: Kentucky Trans
Page 262 and 263:
Page 264 and 265:
6. REPORT: 6.1. Record all values t
Page 266 and 267:
4. SAMPLING VALVES: 4.1. Storage an
Page 268 and 269:
ATTACHMENT TABLE 1 QUANTITIES FOR V
Page 270 and 271:
(TEMPERATURES ARE IN o FACTORS FOR
Page 272 and 273:
the materials safety data sheet (MS
Page 274 and 275:
If using an ultrasonic cleaner, det
Page 276 and 277:
“water washes.” 8.6. When biode
Page 278 and 279:
With Filtering Aid Weight of insert
Page 280 and 281:
Page 282 and 283:
from each bin or belt sample until
Page 284 and 285:
4.5. Subject each specimen to three
Page 286 and 287:
3. LABORATORY EQUIPMENT: mix design
Page 288 and 289:
susceptibility (ASTM D 4867) specim
Page 290 and 291:
4.2. Asphalt Binder: JMF. According
Page 292 and 293:
PG 64-22 265 245 PG 76-22 290 275 5
Page 294 and 295:
DIRECTOR DIVISION OF MATERIALS DATE
Page 296 and 297:
5. CALCULATIONS: Calculate the loss
Page 298 and 299:
5. REPORT: Ensure that the asphalt
Page 300 and 301:
ft.), edge to edge (i ncluding truc
Page 302 and 303:
4.2.1. Excess thickness: When a cor
Page 304 and 305:
KM 64-421-05 2
Page 306 and 307:
copies of all worksheets and data s
Page 308 and 309:
turning movements, cross-over, or e
Page 310 and 311:
3.10. Submitting samples: different
Page 312 and 313:
4.4. Adjustment period (“minor ch
Page 314 and 315:
PG binder. The Division or DME may
Page 316 and 317:
RANDOM NUMBER GENERATOR Design Prop
Page 318 and 319:
Kentucky Transportation Cabinet, De
Page 320 and 321:
KENTUCKY DEPARTMENT OF HIGHWAYS Jan
Page 322 and 323:
Percent Passing #123, Shelby County
Page 324 and 325:
Page 326 and 327:
Page 328 and 329:
Page 330 and 331:
Subsection 3.1 of this method, calc
Page 332 and 333:
4.1.8. Calculate the surface consta
Page 334 and 335:
hammer to maintain contact between
Page 336 and 337:
desirable after the 60-minute perio
Page 338 and 339:
KM 64-424-08 February 2008 Kentucky
Page 340 and 341:
KM 64-424-08 February 2008 3. VIBRA
Page 342 and 343:
Page 344 and 345:
Page 346 and 347:
Page 348 and 349:
Page 350 and 351:
Page 352 and 353:
Obtain the test portion as describe
Page 354 and 355:
KM 64-434 Determination of Moisture
Page 356 and 357:
4.2. In addit ion to the acceptance
Page 358 and 359:
Page 360 and 361:
Project Line Item Represented Item
Page 362 and 363:
Sample ID#: 05212CDC120002 Inspecto
Page 364 and 365:
Sample ID: 05212CDC120002 Inspector
Page 366 and 367:
% PG Binder % Va 8 7 6 5 4 3 2 1 8.
Page 368 and 369:
Page 370 and 371:
percentage of RAP in the mixture re
Page 372 and 373:
The following table shows the combi
Page 374 and 375:
P nb Pb = the estimated, total asph
Page 376 and 377:
the coarse virgin aggregates in the
Page 378 and 379:
4500( 5. 0) = 4500−4578+ 159 g. 1
Page 380 and 381:
the entire mixture. Further utilize
Page 382 and 383:
3. SAMPLE: 3.1. Ensure the sample c
Page 384 and 385:
5.2.2.2. Calculate the percent pass
Page 386 and 387:
4.4. Dry the sample to a constant m
Page 388 and 389:
3. SAMPLING: and spoons needed to p
Page 390 and 391:
specimens for a single test result.
Page 392 and 393:
7.3. Report the Gmm values to the n
Page 394 and 395:
the recordation system. Produce sam
Page 396 and 397:
ecordation system, ensure the test
Page 398 and 399:
APPROVED W4 = Total tons per hour o
Page 400 and 401:
3. OPERATIONAL NOTES: 3.1. Since a
Page 402 and 403:
drop three more times. For the thir
Page 404 and 405:
NOTE 5: When using the equipment ei
Page 406 and 407:
Page 408 and 409:
4. EXAMPLE: APPROVED 4.1. For examp
Page 410 and 411:
Page 412 and 413:
Page 414 and 415:
4.9. The Engineer will test the ret
Page 416 and 417:
KM 64-435, Method for Acceptance of
Page 418 and 419:
3.2.2.1.1. The evaluating authority
Page 420 and 421:
those values from the contractor’
Page 422 and 423:
4. MIXTURE VERIFICATION: 4.1. The p
Page 424 and 425:
Kentucky Method 64-444-06 Dated 5/1
Page 426 and 427:
2.3.6. The Department will not requ
Page 428 and 429:
Page 430 and 431:
3. DOCUMENTATION: 3.1 Quality contr
Page 432 and 433:
QUALITY-CONTROL TESTS FOR EMULSIFIE
Page 434 and 435:
5. REPORT: Results of these tests w
Page 436 and 437:
DIRECTOR DIVISION OF MATERIALS DATE
Page 438 and 439:
acceptance tests. Depending on the
Page 440 and 441:
determination, it is equally import
Page 442 and 443:
questionable properties placed at,
Page 444 and 445:
mixtures wit h marginally substanda
Page 446 and 447:
APPROVED less desirable than the or
Page 448 and 449:
3.1.3 Ensure all seams and orifices
Page 450 and 451:
Figure 1. AIP. KM 449-05 4
Page 452 and 453:
2.9. Miscellaneous: Miscellaneous t
Page 454 and 455:
APPROVED percentage of the followin
Page 456 and 457:
(4) The CBR test specimen design is
Page 458 and 459:
TABLE 1 - CBR CALCULATIONS FROM FIG
Page 460 and 461:
10.4. May be omitted. 10.6 to 10.7.
Page 462 and 463:
3.3. Ottawa sand or a thoroughly wa
Page 464 and 465:
elevation of the water in the tubes
Page 466 and 467:
APPROVED 6.2.2. Crimping of the ris
Page 468 and 469:
particles. Weigh the mold inclusive
Page 470 and 471:
3.7. Extrude the sample from the mo
Page 472 and 473:
KM 64-512-08 4
Page 474 and 475:
Page 476 and 477:
Page 478 and 479:
Page 480 and 481:
and 6%) and 3 for cement (0,4, and
Page 482 and 483:
APPROVED 11.1.8: Replace "and the v
Page 484 and 485:
Page 486 and 487:
APPROVED 11.1.9 to 11.1.12 These se
Page 488 and 489:
4. PROCEDURE: NOMINAL MAXIMUM MINIM
Page 490 and 491:
Page 492 and 493:
surface moisture is still visible.
Page 494 and 495:
PICTURE 1 PICTURE 2 KM 64-605-08 5
Page 496 and 497:
NOMINAL MAXIMUM SIZE MINIMUM MASS O
Page 498 and 499:
5.1. The percentage of minus No. 20
Page 500 and 501:
3.4 Keep all aggregate test reports
Page 502 and 503:
2.9.1. Continuous Temperature Recor
Page 504 and 505:
4.4. After drying, cool the sample
Page 506 and 507:
6. REPORT: APPROVED 6.1. Report the
Page 508 and 509:
Size Designation TABLE 4 SIEVE FRAC
Page 510 and 511:
3. SAMPLE: NOTE 2: Heat is generate
Page 512 and 513:
6. REPORT: APPROVED 6.1. Report res
Page 514 and 515:
4.3. Remix the remaining test porti
Page 516 and 517:
2.11. Drying Pans 2.12. Mechanical
Page 518 and 519:
Page 520 and 521:
7. REPORT - APPROVED 7.1. Report re
Page 522 and 523:
Page 524 and 525:
APPROVED 7.8. Reports shall contain
Page 526 and 527:
Page 528 and 529:
Kentucky Transportation Cabinet, Di
Page 530 and 531:
5. REPORT: See attached Equipment V
Page 532 and 533:
Kentucky Method 64-629 Dated 03/13/
Page 534 and 535:
4. PROCEDURE 4.1 Specimen lengths s
Page 536:
Type 1 Cement Concrete Sand Coarse
show all

introduction - Kentucky Transportation Cabinet

Create successful ePaper yourself

Delete template?

Save as template?