|
|
INVENTORY DATA SHEETS
SHEET 1
INVENTORY DATA
LTPP PROGRAM |
*STATE CODE
*SHRP ID
*DATE COMPLETE |
[__ __]
[__ __ __ __]
[__ __ / __ __ / __ __ __ ] |
| *1. |
DATE OF DATA COLLECTION OR UPDATE (mm/yr) |
[_ __/__ __ __ __] |
| *2. |
STATE HIGHWAY AGENCY (SHA) DISTRICT NUMBER |
[__ __.] |
| *3. |
COUNTY OR PARISH (See FIPS Publication 6) |
[__ __ __ __.] |
| *4. |
FUNCTIONAL CLASS (See Table A.2, Appendix A) |
[__ __.] |
| *5. |
ROUTE SIGNING (Numeric Code) |
[__.] |
| |
Interstate |
1 |
State |
3 |
| |
U.S. |
2 |
Other |
4 |
| *6. |
ROUTE NUMBER |
[__ __ __ __.] |
| *7. |
TYPE OF PAVEMENT (See Table A.4, Appendix A) |
[__ __.] |
| *8. |
NUMBER OF THROUGH LANES (One Direction) |
[__.] |
| *9. |
DIRECTION OF TRAVEL |
[__.] |
| |
East Bound............................ |
1 |
North Bound .................... |
3 |
| |
West Bound.......................... |
2 |
South Bound .................... |
4 |
| *10. |
MILEPOINT |
[__ __ __. __ __] |
| *11. |
ELEVATION |
[__ __ __ __ __] |
| *12. |
LATITUDE |
[__ __o__ __' __ __. __ __"] |
| *13. |
LONGITUDE |
[__ __ __o__ __' __ __. __ __"] |
| *14. |
ADDITIONAL LOCATION INFORMATION (Significant Landmarks): |
[__ __ __ __ __ __ |
| |
__ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ |
| |
__ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __] |
| *15. |
HPMS SAMPLE NUMBER (HPMS Item 28) |
|
| |
|
__ __ __ __ __ __ __ __ __ __ __ __ __ __ __ |
| *16. |
HPMS SECTION SUBDIVISION (HPMS Item 29) |
__. |
|
SHEET 1A
INVENTORY DATA
LTTP PROGRAM
|
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| |
GLOBAL POSITIONING MEASUREMENTS |
|
| 1. |
GPS INSTRUMENT TYPE AND MODEL NAME |
|
| 2. |
MEASUREMENT DATE (dd/mm/yyyy) |
__ __/__ __/__ __ |
| 3. |
LATITUDE (degree, minutes, seconds) |
[__ __° __ __'__ __.__"] |
| 4. |
LONGITUDE (degrees, minutes, seconds) |
[__ __° __ __'__ __.__"] |
| 5. |
ELEVATION (meters) |
__ __ __ __. |
| 6. |
DILUTION OF PRECISION (DOP) |
__.__ |
| 7. |
ESTIMATED POSITION ERROR (EPE, meters) |
__ __ __ __ |
| 8. |
COMMENTS |
| |
__________________________________________ |
| |
_______________________________________________ |
| |
____________________________________________________ |
|
Notes:
Only data elements in brackets are entered into the IMS.
For GPS sections, perform measurement at station 0+00.
For SPS sections, perform measurements at station 0+00 of the first test section located on the project; use project ID with 00 for last two digits.
PREPARER ____________________ EMPLOYER_________________DATE___________ |
|
SHEET 2
INVENTORY DATA
LTTP PROGRAM |
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __ ]
[__ __ __ __] |
| |
GEOMETRIC, SHOULDER AND DRAINAGE INFORMATION |
|
| *1. |
LANE WIDTH (feet) |
[__ __.] |
| *2. |
MONITORING SITE LANE NUMBER1 |
[__.] |
| |
(Lane 1 is outside lane, next to shoulder Lane 2 is next to Lane 1, etc.) |
|
| *3. |
SUBSURFACE DRAINAGE LOCATION |
[__.] |
| |
Continuous Along test.................... |
1 |
|
|
| |
Intermittent.................................... |
2 |
|
|
| *4. |
SUBSURFACE DRAINAGE TYPE |
[__.] |
| |
No Subsurface Drainage................1 |
|
Well System......................................5 |
|
| |
Longitudinal Drains.........................2 |
|
Drainage Blanket with Longitudinal Drains..............................................6 |
|
| |
Transverse Drains...........................3 |
|
|
|
| |
Drainage Blanket............................4. |
|
|
|
| |
Other (Specify)________________7 |
|
|
| |
SHOULDER DATA |
INSIDE SHOULDER |
OUTSIDE SHOULDER |
| *5. |
SURFACE TYPE |
|
__ |
[__] |
| |
Turf................................................1 |
|
Concrete ................................................. 4 |
|
| |
Granular.........................................2. |
|
Surface Treatment.....................................5 |
|
| |
Asphalt Concrete...........................3 |
|
Other(Specify)_____________________6 |
|
| 6. |
TOTAL WIDTH (feet) |
|
__ __. |
__ __. |
| 7. |
PAVED WIDTH (feet) |
|
__ __. |
__ __. |
| 8. |
SHOULDER BASE TYPE (Tables A.5, Appendix A) |
|
__ __ |
__ __ |
| 9. |
SHOULDER SURFACE THICKNESS (inches) |
|
__ __. __ |
__ __. __ |
| 10. |
SHOULDER BASE THICKNESS (inches) |
|
__ __. __ |
__ __. __ |
| |
ADDITIONAL DATA FOR PCC SHOULDERS: |
|
| 11. |
AVERAGE JOINT SPACING (feet) |
__ __ __. |
__ __ __. |
| 12. |
SKEWNESS OF JOINTS (feet) |
__.__ |
__.__ |
| 13. |
JOINTS MATCH PAVEMENT JOINTS? (Yes 1, No 2) |
__ |
__ |
| 14. |
REINFORCED? (Yes 1, No 2) |
__ |
__ |
| 15. |
DIAMETER OF LONGITUDINAL DRAINPIPES (inches) |
|
__.__ |
| 16. |
SPACING OF LATERALS (feet) |
|
__ __ __. |
NOTES:
1. For the LTPP studies, only the outside lane will be studied, so the number "1" should always be entered. |
|
SHEET 3
INVENTORY DATA
LTTP PROGRAM
|
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| LAYER NUMBER1 |
LAYER DESCRIPTION2 |
MATERIAL TYPE CLASSIFICATION3 |
LAYER THICKNESS (inches) |
LAYER TYPE4 |
| MEAN | MIN. | MAX. |
|---|
| 1 |
SUBGRADE (7) |
[__ __] |
[_ _ _ _.] |
_ _ _ _. |
_ _ _ _. |
_ _ _ _. |
[__] |
| 2 |
[__ __] |
[__ __] |
[_ _ _ _.] |
_ _ _ _. |
_ _ _ _. |
_ _ _ _. |
[__] |
| 3 |
[__ __] |
[__ __] |
[_ _ _ _.] |
_ _ _ _. |
_ _ _ _. |
_ _ _ _. |
[__] |
| 4 |
[__ __] |
[__ __] |
[_ _ _ _.] |
_ _ _ _. |
_ _ _ _. |
_ _ _ _. |
[__] |
| 5 |
[__ __] |
[__ __] |
[_ _ _ _.] |
_ _ _ _. |
_ _ _ _. |
_ _ _ _. |
[__] |
| 6 |
[__ __] |
[__ __] |
[_ _ _ _.] |
_ _ _ _. |
_ _ _ _. |
_ _ _ _. |
[__] |
| 7 |
[__ __] |
[__ __] |
[_ _ _ _.] |
_ _ _ _. |
_ _ _ _. |
_ _ _ _. |
[__] |
| 8 |
[__ __] |
[__ __] |
[_ _ _ _.] |
_ _ _ _. |
_ _ _ _. |
_ _ _ _. |
[__] |
| 9 |
[__ __] |
[__ __] |
[_ _ _ _.] |
_ _ _ _. |
_ _ _ _. |
_ _ _ _. |
[__] |
| | *DEPTH BELOW SURFACE TO "RIGID" LAYER (feet)
(Rock, Stone, Dense Shale)
|
[__ __.__] |
|
NOTES:
- Layer 1 is subgrade soil, last layer is existing surface.
- Layer description codes:
| Overlay | 01 | Subbase Layer | 06 |
| Seal Coat | 02 | Subgrade | 07 |
| Original Surface | 03 | Interlayer | 08 |
| HMAC Layer (Below Surface Layer) | 04 | Porous Friction Course 09 |
| Base Layer | 05 | Surface Treatment | 10 |
| | | Embankment (Fill) | 11 |
- The material type classification codes for surface, base or subbase, subgrade, and seal coat or interlayer materials appear in Tables A.4, A.5, A.6 and A.7, respectively.
- Layer Types:
A HMAC Layer (Requires sheets 12 - 18 to be filled out)
P PCC Layer (Requires sheets 5 - 11 to be filled out)
B Base/Subbase Layers (Requires sheets 19 and 20 to be filled out)
|
|
SHEET 4
INVENTORY DATA
LTTP PROGRAM |
STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| |
AGE AND MAJOR PAVEMENT IMPROVEMENTS |
|
| *1. |
DATE OF LATEST (RE)CONSTRUCTION (month/year) |
[__ __/ __ __ __ __] |
| *2. |
DATE SUBSEQUENTLY OPENED TO TRAFFIC (month/year) |
[__ __/ __ __ __ __] |
| 3. |
LATEST (RE)CONSTRUCTION COST PER LANE MILE
(thousands of dollars)1 |
__ __ __ __ __. |
MAJOR IMPROVEMENTS SINCE LATEST (RE)CONSTRUCTION (Items 4 thru 8)
| *4. YEAR |
*5. WORK TYPE CODE
(Table A. 16) | *6. WORK QUANTITY
(Table A. 16 for units) |
7. THICKNESS (inches) | 8. TOTAL COST (thousands of dollars per lane-mile) |
| [__ __ __ __] | [__ __] | [__ __ __ __ __.] | __ __.__ | __ __ __. |
| [__ __ __ __] | [__ __] | [__ __ __ __ __.] | __ __.__ | __ __ __. |
| [__ __ __ __] | [__ __] | [__ __ __ __ __.] | __ __.__ | __ __ __. |
| [__ __ __ __] | [__ __] | [__ __ __ __ __.] | __ __.__ | __ __ __. |
| [__ __ __ __] | [__ __] | [__ __ __ __ __.] | __ __.__ | __ __ __. |
| [__ __ __ __] | [__ __] | [__ __ __ __ __.] | __ __.__ | __ __ __. |
|
|
ADDITIONAL ROADWAY WIDENING INFORMATION (Items 9 thru 12) |
|
| *9. |
YEAR WHEN ROADWAY WIDENED2 |
[__ __ __ __] |
| *10. |
ORIGINAL NUMBER OF LANES (One Direction) |
[__] |
| *11. |
FINAL NUMBER OF LANES (One Direction) |
[__] |
| *12. |
LANE NUMBER OF LANE ADDED |
[__] |
|
NOTES:1. Cost is to represent pavement structure cost. Non-pavement costs such as cut and fill work, work on bridges, culverts, lighting, and guard rails are to be excluded.
2. A lane created by roadway widening should not be used for LTPP unless the pavement structure under the entire lane was constructed at the same time and is uniform. |
|
|
SHEET 5
INVENTORY DATA
LTTP PROGRAM
|
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[ __ __ __ __] |
| |
PORTLAND CEMENT CONCRETE LAYERS JOINT DATA |
|
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| *2. |
AVERAGE CONTRACTION JOINT SPACING (feet) |
[__ __ __.__] |
| 3. |
RANDOM JOINT SPACING, IF ANY: |
_____________ |
| *4. |
BUILT-IN EXPANSION JOINT SPACING (feet |
[__.__ __ __] |
| *5. |
SKEWNESS OF JOINTS (feet/lane) |
[__.__] |
| *6. |
TRANSVERSE CONTRACTION JOINT LOAD TRANSFER SYSTEM |
[__.__] |
| |
Round Dowels..............................1
Aggregate Interlock......................2
I-Beams.......................................3
Star Lugs......................................4
Other (Specify)_______________________ 5 |
|
| *7. |
ROUND DOWEL DIAMETER (inches) |
[__.__ __] |
| *8. |
DOWEL OR MECHANICAL LOAD TRANSFER DEVICE SPACING (inches) |
[__ __.] |
| 9. |
AVERAGE INTERMEDIATE SAWED JOINT SPACING (feet) |
__ __.__ |
| |
DIMENSIONS FOR I-BEAM DOWEL BARS |
|
| 10. |
HEIGHT (inches) |
__ .__ __ |
| 11. |
WIDTH (inches) |
__.__ __ |
| 12. |
DISTANCE OF NEAREST DOWEL OR MECHANICAL LOAD TRANSFER DEVICE FROM OUTSIDE LANE SHOULDER EDGE (inches) |
__ __.__ |
| 13. |
DOWEL LENGTH (inches) |
__ __. |
| 14. |
DOWEL COATING |
__ __. |
| |
Paint and/or Grease.......................1
Plastic...........................................2
Monel.......................................... 3
Stainless Steel...............................4
Epoxy...........................................5
Other (Specify)_______________________ 6 |
|
| 15. |
METHOD USED TO INSTALL MECHANICAL LOAD TRANSFER DEVICES |
__ |
| |
Preplaced on Baskets.....................1
Mechanically Installed.....................2
Other (Specify)_______________________ 3 |
|
|
SHEET 6
INVENTORY DATA
LTTP PROGRAM
|
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| |
PORTLAND CEMENT CONCRETE LAYERS JOINT DATA (CONTINUED) |
[__] |
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| *2. |
METHOD USED TO FORM TRANSVERSE JOINTS |
|
| |
Sawed.........................................1
Plastic Insert............................... 2
Metal Insert (i.e., Uni-Tube).........3
Other (Specify)________________ 4 |
|
| *3. |
TYPE OF LONGITUDINAL JOINT (Between Lanes) |
[__] |
| *4. |
Butt...................................1
Keyed...............................2
Sawed Weakened Plane... 3
Insert Weakened Plane..... 4
Tied Concrete Curb...........5
Other (Specify)_____________ 6
|
|
| 5. |
TRANSVERSE JOINT SEALANT TYPE (As Built) |
__ |
| |
Preformed (Open Web).............1
Asphalt......................................2
Rubberized Asphalt....................3
Low-Modulus Silicone...............4
Other (Specify)_______________ 5 |
|
| |
TRANSVERSE JOINT SEALANT RESERVOIR (As Built) |
|
| 6. |
WIDTH (inches) |
__.__ __ |
| 7. |
DEPTH (inches) |
__.__ __ |
| |
LONGITUDINAL JOINT SEALANT RESERVOIR (As Built) |
|
| 8. |
WIDTH (inches) |
__.__ __ |
| 9. |
DEPTH (inches) |
__.__ __ |
| |
BETWEEN LANE TIE BAR (As Built) |
|
| 10. |
DIAMETER (inches) |
__.__ __ |
| 11. |
LENGTH (inches) |
__.__ __ |
| 12. |
SPACING (inches) |
|
| |
SHOULDER-TRAFFIC LANE JOINT SEALANT RESERVOIR (As Built) |
|
| 13. |
WIDTH (inches) |
__.__ __ |
| 14. |
DEPTH (inches) |
__.__ __ |
| |
SHOULDER-TRAFFIC LANE JOINT TIE BARS (For Concrete Shoulder) |
|
| 15. |
DIAMETER (inches) |
__.__ __ |
| 16. |
LENGTH (inches) |
__.__ __ |
| 17. |
SPACING (inches) |
__.__ __ |
|
SHEET 7
INVENTORY DATA
LTPP PROGRAM |
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[ __ __ __ __] |
| |
PORTLAND CEMENT CONCRETE LAYERS REINFORCING STEEL DATA |
|
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| *2. |
TYPE OF REINFORCING |
[__] |
| |
Deformed Bars............................1
Welded Wire Fabric....................2
Other (specify)_________________3 |
|
| *3. |
TRANSVERSE BAR DIAMETER (inches) |
[__.__ __] |
| *4. |
TRANSVERSE BAR SPACING (inches |
[__.__ __] |
| *5. |
LONGITUDINAL BAR DIAMETER (inches) |
[__.__ __] |
| *6. |
DESIGN PERCENTAGE OF LONGITUDINAL STEEL (percent) |
[__.__ __ ] |
| 7. |
DEPTH TO REINFORCEMENT FROM SLAB SURFACE (inches) |
[__.__] |
| 8. |
LONGITUDINAL BAR SPACING (inches) |
__.__ __ |
| 9. |
YIELD STRENGTH OF REINFORCING (ksi) |
__ __.__ |
| 10. |
METHOD USED TO PLACE REINFORCEMENT |
__ |
| |
Preset on Chairs.............................1
Mechanically...................................2
Between Layers of Concrete........... 3
Other (Specify)__________________ 4 |
|
| 11. |
LAP LENGTH OF LONGITUDINAL STEEL SPLICES (inches) |
__ __. |
|
SHEET 8
INVENTORY DATA
LTPP PROGRAM
|
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| |
PORTLAND CEMENT CONCRETE LAYERS MIXTURE DATA |
|
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| |
MIX DESIGN (lbs/yd - Oven Dried Weight) |
|
| *2. |
COARSE AGGREGATE |
[__ __ __ __.] |
| *3. |
FINE AGGREGATE |
[__ __ __ __.] |
| *4. |
CEMENT |
[__ __ __ __.] |
| *5. |
WATER |
[__ __ __ __.] |
| *6. |
TYPE CEMENT USED (See Table A.10, Appendix A)
(If Other, Specify________________________)
|
[__ __] |
| *7. |
ALKALI CONTENT OF CEMENT (percent by weight of cement) |
|
| |
ENTRAINED AIR CONTENT (percent)
(AASHTO T121 (ASTM C138), T152 (ASTM C231), or T196 (ASTM C173)) |
|
| *8. |
MEAN |
[__ __] |
| |
RANGE: |
|
| 9. |
MINIMUM VALUE |
__.__ |
| 10. |
MAXIMUM VALUE |
__.__ |
| | TYPE CODE |
AMOUNT |
| *11. ADMIXTURE #1 | [__ __] |
[__ __ __.__ __ __] |
| *12. ADMIXTURE #2 | [__ __] |
[__ __ __.__ __ __] |
| *13. ADMIXTURE #3 | [__ __] |
[__ __ __.__ __ __] |
|
| |
(See Cement Admixture Codes, Table A.11, Appendix A)
(If Other, Specify ________________________________)
|
|
| |
SLUMP (AASHTO T119 OR ASTM C143) |
|
| 14. |
MEAN (inches) |
__.__ |
| |
RANGE: |
__.__ |
| 15. |
MINIMUM VALUE (inches) |
__.__ |
| 16. |
MAXIMUM VALUE (inches) |
__.__ |
| 17. |
STANDARD DEVIATION (inches) |
__.__ |
| 18. |
NUMBER OF TESTS |
__.__ |
|
SHEET 9
INVENTORY DATA
LTPP PROGRAM
|
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __ __ __]
[__ __ __ __] |
| |
PORTLAND CEMENT CONCRETE LAYERS MIXTURE DATA (CONTINUED) |
|
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| |
|
|
| |
|
|
| |
COMPOSITION OF COARSE AGGREGATE |
TYPE |
PERCENT |
| |
Crushed Stone....................1
Manufactured Gravel......... 2
|
*2. [__] |
[__ __ __.] |
| |
Crushed Slag..................... 4
Crushed Gravel...................3 |
*3. [__] |
[__ __ __.] |
| |
Lightweight..........................5 |
*4. [__] |
[__ __ __.] |
| |
Recycled Concrete..............6 |
|
| |
Other (Specify)______________ 7 |
|
| *5. |
GEOLOGIC CLASSIFICATION OF COARSE AGGREGATE
(See Geologic Classification Codes, Table A.8, Appendix A) |
[__ __.] |
| |
COMPOSITION OF FINE AGGREGATE |
TYPE |
PERCENT |
| |
Natural Sand...........................1 |
*6. [__] |
[__ __ __.] |
| |
Crushed or Manufactured Sand (From Crushed Gravel or Stone).....................................2 |
*7. [__] |
[__ __ __.] |
| |
Recycled Concrete..................3 |
*8. [__] |
[__ __ __.] |
| |
Other (Specify)____________4 |
|
|
| 9. |
INSOLUBLE RESIDUE (percent) (ASTM D3042) |
__ __ __. |
| 10. |
GRADATION OF COARSE AGGREGATE |
[__ __.] |
| 11. |
GRADATION OF FINE AGGREGATE |
| |
Sieve Size |
% Passing |
Sieve Size |
% Passing |
| |
2" |
__ __ __ |
No. 4 |
__ __ __ |
| |
1 1/2" |
__ __ __ |
No. 8 |
__ __ __ |
| |
1" |
__ __ __ |
No. 10 |
__ __ |
| |
7/8" |
__ __ __ |
No. 16 |
__ __ |
| |
3/4" |
__ __ __ |
No. 30 |
__ __ |
| |
5/8" |
__ __ __ |
No. 40 |
__ __ |
| |
1/2" |
__ __ |
No. 50 |
__ __ |
| |
3/8" |
__ __ |
No. 80 |
__ __ |
| |
|
|
No. 100 |
__ __ |
| |
|
|
No. 200 |
__ __ |
| |
BULK SPECIFIC GRAVITIES: |
|
|
| 12. |
COARSE AGGREGATE (AASHTO T85 (ASTM C127)) |
__.__ __ |
| 13. |
FINE AGGREGATE (AASHTO T84 (ASTM C128)) |
__.__ __ |
|
SHEET 10
INVENTORY DATA
LTPP PROGRAM |
*STATE ASSIGNED ID
*STATE CODE
* SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[ __ __ __ __] |
| |
PORTLAND CEMENT CONTRETE LAYERS MIXTURE DATA (CONTINUED) |
|
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| *2. |
TYPE OF PAVER USED |
[__] |
| |
Slip-Form Paver........................1
Side-Form.................................2
Other (Specify)_____________ 3 |
|
| |
AGGREGATE DURABILITY TEST RESULTS
(See Durability Test Type Codes, Table A.12, Appendix A) |
|
| |
TYPE OF AGGREGATE |
TYPE OF TEST |
RESULTS |
|
| 3. |
COARSE |
__ __ |
__ __ __.__ |
|
| 4. |
COARSE |
__ __ |
__ __ __.__ |
|
| 5. |
COARSE |
__ __ |
__ __ __.__ |
|
| 6. |
COARSE AND FINE |
__ __ |
__ __ __.__ |
|
| 7. |
METHOD USED TO CURE CONCRETE |
__ |
| |
Membrane Curing Compound...........1
Burlap Curing Blankets......................2
Waterproof Paper Blankets...............3
White Polyethylene Sheeting..............4
Burlap-Polyethylene Blanket..............5
Cotton Mat Curing............................6
Hay..................................................7
Other (Specify)________________ 8 |
|
| 8. |
METHOD USED TO TEXTURE CONCRETE |
__ |
| |
Tine.............................................1
Broom.........................................2
Burlap Drag.................................3
Grooved Float.............................4
Astro Turf....................................5
Other (Specify)______________6 |
|
| |
ELASTIC MODULUS |
|
| 9. |
MEAN (ksi) |
__ __ __ __ __. |
| 10. |
MINIMUM (ksi) |
__ __ __ __ __. |
| 11. |
MAXIMUM (ksi) |
__ __ __ __ __. |
| 12. |
NUMBER OF TESTS |
__ __. |
| 13. |
STANDARD DEVIATION (ksi) |
__ __ __ __ __. |
| 14. |
METHOD FOR DETERMINATION OF ELASTIC MODULUS |
__ |
| |
Compression Test on Cores (ASTM C469)...................1
Compression Test on Cylinders Molded During Construction (ASTM C469)...........................................................................2
Calculated Using ACI Relation Between Elastic Modulus and Compressive Strength (ACI 318, Section 8.5)...........................................................3
Other (Specify)_______________________________4
|
|
|
SHEET 11
INVENTORY DATA
LTPP PROGRAM
|
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| |
PORTLAND CEMENT CONCRETE LAYERS STRENGTH DATA |
|
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| |
FLEXURAL STRENGTH1 (Modulus of Rupture) |
|
| *2. |
TYPE OF TEST |
|
| |
Third-Point Loading (AASHTO T97 (ASTM C78)).............1
Center-Point Loading (AASHTO T177 (ASTM C293)).......2 |
[__] |
| *3. |
AGE (days) |
[__ __ __ __ __.] |
| *4. |
MEAN (psi) |
__ __ __ __ __. |
| 5. |
MINIMUM (psi) |
__ __ __ __. |
| 6. |
MAXIMUM (psi) |
__ __ __ __ __. |
| 7. |
NUMBER OF TESTS |
__ __. |
| 8. |
STANDARD DEVIATION (psi) |
__ __ __ __ __. |
| |
COMPRESSIVE STRENGTH OF CONCRETE
(Test Method AASHTO T22 (ASTM C39)) |
|
| *9. |
AGE (days) |
[__ __ __.] |
| *10. |
MEAN (psi) |
[__ __ __ __ __.] |
| 11. |
MINIMUM (psi |
__ __ __ __ __. |
| 12. |
MAXIMUM (psi) |
__ __ __ __ __. |
| 13. |
NUMBER OF TESTS |
__ __. |
| 14. |
STANDARD DEVIATION (psi) |
__ __ __ __ __. |
| |
SPLITTING TENSILE STRENGTH OF CONCRETE
(Test Method AASHTO T198 (ASTM C496)) |
|
| 15. |
AGE (days) |
[ __ __ __.] |
| 16. |
MEAN (psi) |
[__ __ __ __ __.] |
| 17. |
MINIMUM (psi |
__ __ __ __. |
| 18. |
MAXIMUM (psi) |
__ __ __ __. |
| 19. |
NUMBER OF TESTS |
__ __. |
| 20. |
STANDARD DEVIATION (psi) |
__ __ __ __. |
| |
NOTE 1: For new construction of test sections for LTPP, use third point loading. |
|
|
SHEET 12
INVENTORY DATA
LTPP PROGRAM |
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| |
PLANT MIXED ASPHALT BOUND LAYERS AGGREGATE PROPERTIES |
|
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| |
COMPOSITION OF COARSE AGGREGATE |
TYPE |
PERCENT |
| |
Crushed Stone........................1
Gravel.....................................2 |
*2. [__] |
[__ __ __.] |
| |
Crushed Gravel.......................3 |
*3. [__] |
[__ __ __.] |
| |
Crushed Slag...........................4 |
*4. [__] |
[__ __ __.] |
| |
Manufactured Lightweight........5
Other (Specify)____________ 6 |
|
|
| *5. |
GEOLOGIC CLASSIFICATION OF COARSE AGGREGATE
(See Geologic Classification Codes, Table A.8, Appendix A) |
[__ __ __.] |
| |
COMPOSITION OF FINE AGGREGATE |
TYPE |
PERCENT |
| |
Natural Sand................................1 |
*6. [__] |
[__ __ __.] |
| |
Crushed or Manufactured Sand (From Crushed Gravel or Stone)..........................2 |
*7. [__] |
[__ __ __.] |
| |
Recycled Concrete.......................3 |
*8. [__] |
[__ __ __.] |
| |
Other (Specify)_______________________ 4 |
|
|
| *9. |
TYPE OF MINERAL FILLER |
[ __] |
| |
Stone Dust..................................1
Hydrated Lime............................2
Portland Cement.........................3
Fly Ash.......................................4
Other (Specify)______________5 |
|
| |
AGGREGATE DURABILITY TEST RESULTS
(See Durability Test Type Codes, Table A.12, Appendix A) |
|
| |
TYPE OF AGGREGATE |
TYPE OF TEST |
RESULTS |
| 10. |
COARSE |
__ __ |
__ __ __ .__ __ __ |
| 11. |
COARSE |
__ __ |
__ __ __ .__ __ __ |
| 12. |
COARSE |
__ __ |
__ __ __ .__ __ __ |
| 13. |
COARSE AND FINE |
__ __ |
__ __ __ .__ __ __ |
| 14. |
POLISH VALUE OF COARSE AGGREGATES (Surface Layer Only) (AASHTO T279 (ASTM D3319)) |
__ __ . |
|
SHEET 13
INVENTORY DATA
LTPP PROGRAM
|
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ ____]
[__ __]
[ __ __ __ __] |
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| *2. |
GRADATION OF COMBINED AGGREGATES |
|
| |
Sieve Size or No. |
% Passing |
Sieve Size or No. |
% Passing |
| |
2" |
[__ __ __] |
No. 4 |
[__ __] |
| |
1 1/2" |
[__ __ __] |
No. 8 |
[__ __] |
| |
1" |
[__ __ __] |
No. 10 |
[__ __] |
| |
7/8" |
[__ __ __] |
No. 16 |
[__ __] |
| |
3/4" |
[__ __ __] |
No. 30 |
[__ __] |
| |
5/8" |
[__ __ __] |
No. 40 |
[__ __] |
| |
1/2" |
[__ __ __] |
No. 50 |
[__ __] |
| |
3/8" |
[__ __] |
No. 80 |
[__ __] |
| |
|
|
No. 100 |
[__ __] |
| |
|
|
No. 200 |
[__ __] |
| |
|
|
|
|
| |
|
|
|
|
| |
|
|
|
|
| |
BULK SPECIFIC GRAVITIES: |
|
| *3. |
COARSE AGGREGATE (AASHTO T85 (ASTM C127)) |
|
| *4. |
FINE AGGREGATE (AASHTO T84 (ASTM C128)) |
|
| *5. |
MINERAL FILLER (AASHTO T100 (ASTM D854)) |
|
| *6. |
AGGREGATE COMBINATION (Calculated) |
|
| 7. |
EFFECTIVE SPECIFIC GRAVITY OF AGGREGATE COMBINATION (Calculated)
|
|
|
SHEET 14
INVENTORY DATA
LTPP PROGRAM |
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __]
[__ __ __ __]
[__ __ __ __] |
| |
PLANT MIXED ASPHALT BOUND LAYERS ASPHALT CEMENT PROPERTIES |
|
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| *2. |
ASPHALT GRADE (See Table A.15, Appendix A)
(If Other, Specify__________________________) |
[__ __] |
| *3. |
SOURCE (See Table A.13, Appendix A)
(If Other, Specify__________________________) |
[__ __] |
| *4. |
*4. SPECIFIC GRAVITY OF ASPHALT CEMENT (AASHTO T228 (ASTM D70)) |
[__.__ __ __] |
| |
ORIGINAL ASPHALT CEMENT PROPERTIES |
|
| *5. |
VISCOSITY OF ASPHALT AT 140°F (poises)
(AASHTO T202 (ASTM D2171)) |
[__ __ __ __ __ __.] |
| *6. |
VISCOSITY OF ASPHALT AT 275°F (centistokes)
(AASHTO T201 (ASTM D2170)) |
[__ __ __ __ __ __.] |
| *7. |
PENETRATION AT 77°F, 100 g., 5. sec (tenths of a mm)
(AASHTO T49 (ASTM D5))
|
[__ __ __.] |
| |
ASPHALT MODIFIERS (See Type Code, Table A.14, Appendix A) |
|
| |
|
TYPE |
QUANTITY % |
| *8. |
MODIFIER #1 |
[__ __] |
[__ __] |
|
| *9. |
MODIFIER #2 |
[__ __] |
[__ __] |
|
| |
(If Other, Specify Type ____________________) |
|
| 10. |
DUCTILITY AT 77°F (cm) (AASHTO T51 (ASTM D113)) |
__ __ __. |
| 11. |
DUCTILITY AT 39.2°F (cm) (AASHTO T51 (ASTM D113)) |
__ __ __. |
| 12. |
TEST RATE FOR DUCTILITY MEASUREMENT AT 39.2°F (cm/min) |
__ __ __. |
| 13. |
PENETRATION AT 39.2°F, 200 g., 60 sec. (tenths of a mm)
(AASHTO T49 (ASTM D5)) |
__ __ __. |
| 14. |
RING AND BALL SOFTENING POINT (AASHTO T53 (ASTM D36)) (°F) |
__ __ __. |
| |
NOTE: If emulsified or cutback asphalt was used, enter "N" in the spaces for "Original Asphalt Cement Properties." |
|
|
SHEET 15
INVENTORY DATA
LTPP PROGRAM |
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| |
PLANT MIXED ASPHALT BOUND LAYERS ASPHALT CEMENT PROPERTIES (CONTINUED) |
|
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| |
LABORATORY AGED ASPHALT CEMENT PROPERTIES |
|
| 2. |
TEST PROCEDURE USED TO MEASURE AGING EFFECTS |
__ |
| |
AASHTO T179 (ASTM D1754) - Thin Film Oven Test..................1
AASHTO T240 (ASTM D2872) - Rolling Thin Film Oven Test.......2
Other (Specify)________________________________________3 |
|
| 3. |
VISCOSITY OF ASPHALT AT 140°F (poise)
(AASHTO T202 (ASTM D2171)) |
__ __ __ __ __ __. |
| 4. |
VISCOSITY OF ASPHALT AT 275°F (centistokes)
(AASHTO T201 (ASTM D2170)) |
__ __ __ __.__ __ |
| 5. |
DUCTILITY AT 77°F (cm) (AASHTO T51 (ASTM D113)) |
__ __ __. |
| 6. |
DUCTILITY AT 39.2°F (cm) (AASHTO T51 (ASTM D113)) |
__ __ __. |
| 7. |
TEST RATE FOR DUCTILITY MEASUREMENT AT 39.2°F (cm/min) |
__ __.__ |
| 8. |
PENETRATION AT 77°F, 100 g., 5 Sec. (tenths of a mm) (AASHTO T49 (ASTM D5)) |
__ __ __. |
| 9. |
PENETRATION AT 39.2°F, 200 g., 60 Sec. (tenths of a mm) (AASHTO T49 (ASTM D5)) |
__ __. |
| 10. |
RING AND BALL SOFTENING POINT (°F) (AASHTO T53 (ASTM D36)) |
__ __ __. |
| 11. |
WEIGHT LOSS (percent) |
__ __. |
| |
NOTE: If emulsified or cutback asphalt was used, enter "N" in the spaces for "Laboratory Aged Asphalt Cement Properties." |
|
|
SHEET 16
INVENTORY DATA
LTPP PROGRAM |
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| |
PLANT MIXED ASPHALT BOUND LAYERS ORIGINAL MIXTURE PROPERTIES |
|
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| *2. |
TYPE OF SAMPLES |
[__] |
| |
Samples Compacted in Laboratory..............1
Samples Taken From Test Section...............2
|
|
| |
|
|
| *3. |
MAXIMUM SPECIFIC GRAVITY (No Air Voids)
(AASHTO T209 or ASTM D2041) |
[__.__ __ __] |
| |
BULK SPECIFIC GRAVITY (ASTM D1188) |
|
| *4. |
MEAN |
[__.__ __ __] |
NUMBER OF TESTS |
__ __. |
| 5. |
MINIMUM |
__.__ __ __ |
MAXIMUM |
__.__ __ __ |
| 6. |
STANDARD DEVIATION |
__.__ __ __ |
|
|
| |
ASPHALT CONTENT (percent by weight of total mix) (AASHTO T164 (ASTM D2172))
|
|
| *7. |
MEAN |
[__.__ __ __] |
NUMBER OF SAMPLES |
__ __. |
| 8. |
MINIMUM |
__.__ __ __ |
MAXIMUM |
__.__ __ __ |
| 9. |
STANDARD DEVIATION |
__.__ __ __ |
|
|
| |
PERCENT AIR VOIDS (percent) |
|
| *10. |
MEAN |
[__.__ __ __] |
NUMBER OF SAMPLES |
__ __. |
| 11. |
MINIMUM |
__.__ __ __ |
MAXIMUM |
__.__ __ __ |
| 12. |
STANDARD DEVIATION |
__.__ __ __ |
|
|
| 13. |
VOIDS IN MINERAL AGGREGATE (percent) |
__ __.__ |
| 14. |
EFFECTIVE ASPHALT CONTENT (percent) |
__ __.__ |
| 15. |
MARSHALL STABILITY (lbs) (AASHTO T245 (ASTM D1559)) |
__ __ __ __. |
| 16. |
NUMBER OF BLOWS |
__ __ |
| 17.
|
MARSHALL FLOW (hundredths of an inch)
(AASHTO T245 (ASTM D1559)) |
__ __ __ __. |
| 18. |
HVEEM STABILITY (AASHTO T246 (ASTM D1560)) |
__ __ __. |
| 19. |
HVEEM COHESIOMETER VALUE (grams/25 mm of width) (AASHTO T246 (ASTM D1560)) |
__ __ __ __. |
|
SHEET 17
INVENTORY DATA
LTPP PROGRAM |
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| |
PLANT MIXED ASPHALT BOUND LAYERS ORIGINAL MIXTURE PROPERTIES (CONTINUED) |
|
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| *2. |
TYPE ASPHALT PLANT |
[__] |
| |
Batch Plant.................................1
Drum Mix Plant..........................2
Other (Specify)______________3 |
|
| |
|
|
| *3. |
TYPE OF ANTISTRIPPING AGENT USED
(See Type Codes, Table A.20, Appendix A)
(Other, Specify________________________________________)
|
[__ __] |
| *4. |
ANTISTRIPPING LIQUID OR SOLID CODE
Liquid..........................................1 Solid....................................2 |
[__] |
| *5. |
AMOUNT OF ANTISTRIPPING AGENT USED
(If liquid, enter amount as percent of asphalt cement weight. If solid, enter amount as percent of aggregate weight.) |
[__ __.__] |
| 6. |
MOISTURE SUSCEPTIBILITY TEST TYPE
AASHTO T165 (ASTM D1075)................................1
Texas Freeze-Thaw Pedestal Test (Ref. 21).................2
Texas Boiling Test (Ref. 22)........................................3
Revised Lottman Procedure (AASHTO T283)............4
Other (Specify) _____________________________ 5 |
__ |
| |
MOISTURE SUSCEPTIBILITY TEST RESULTS: |
|
| 7. |
HVEEM STABILITY NO. |
__ __ |
| 8. |
PERCENT STRIPPED |
__ __ |
| 9. |
TENSILE STRENGTH RATIO (AASHTO T283) |
__.__ __ |
| 10. |
INDEX OF RETAINED STRENGTH (AASHTO T165) |
__ __ __. |
|
SHEET 18
INVENTORY DATA
LTPP PROGRAM
|
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| |
PLANT-MIXED ASPHALT BOUND LAYERS CONSTRUCTION DATA |
|
| *1. |
LAYER NUMBER (See Sheet 3) |
[__] |
| 2. |
MEAN MIXING TEMPERATURE (°F) |
__ __ __. |
| |
LAYDOWN TEMPERATURES (°F) |
|
| 3. |
MEAN |
__ __ __ __ |
NUMBER OF TESTS |
__ __ |
| 4. |
MINIMUM |
__ __ __ __ |
MAXIMUM |
__ __ __ __ |
| 5. |
STANDARD DEVIATION |
__.__ __ __ |
|
|
| | ROLLER CODE | ROLLER DESCRIPTION | GROSS WGT
(tons) | TIRE PRES. (psi) | FREQ.
(vibr/min.) | AMPLITUDE
(in) | SPEED
(mph) |
| 6. |
A |
A STEEL-WHL TANDEM |
__ __.__ |
|
|
|
|
| 7. |
B |
A STEEL-WHL TANDEM |
__ __.__ |
|
|
|
|
| 8. |
C |
A STEEL-WHL TANDEM |
__ __.__ |
|
|
|
|
| 9. |
D |
A STEEL-WHL TANDEM |
__ __.__ |
|
|
|
|
| 10. |
E |
E PNEUMATIC-TIRED |
__ __.__ |
__ __ __. |
|
|
|
| 11. |
F |
E PNEUMATIC-TIRED |
__ __.__ |
__ __ __. |
|
|
|
| 12. |
G |
E PNEUMATIC-TIRED |
__ __.__ |
__ __ __. |
|
|
|
| 13. |
H |
E PNEUMATIC-TIRED |
__ __.__ |
__ __ __. |
|
|
|
| 14. |
I |
SINGLE-DRUM VIBR |
__ __.__ |
| __ __ __ __. |
.__ __ __ | __ __.__ |
| 15 |
J |
SINGLE-DRUM VIBR |
__ __.__ |
| __ __ __ __. |
.__ __ __ | __ __.__ |
| 16. |
K |
SINGLE-DRUM VIBR |
__ __.__ |
| __ __ __ __. |
.__ __ __ | __ __.__ |
| 17. |
L |
SINGLE-DRUM VIBR |
__ __.__ |
| __ __ __ __. |
.__ __ __ | __ __.__ |
| 18. |
M |
DOUBLE-DRUM VIBR. |
__ __.__ |
| __ __ __ __. |
.__ __ __ |
__ __.__ |
| 19. |
N |
DOUBLE-DRUM VIBR. |
__ __.__ |
| __ __ __ __. |
.__ __ __ | __ __.__ |
| 20. |
O |
DOUBLE-DRUM VIBR. |
__ __.__ |
| __ __ __ __. |
.__ __ __ | __ __.__ |
| 21. |
P |
DOUBLE-DRUM VIBR. |
__ __.__ |
|
__ __ __ __. |
.__ __ __ | __ __.__ |
| 22. |
Q |
OTHER __________________________________________________ |
|
|
| | COMPACTION DATA | | | | |
| | | First Lift | Second Lift | Third Lift | Fourth Lift |
| | BREAKDOWN | |
|
|
|
| 23. | ROLLER CODE (A-Q) |
__ |
__ |
__ |
__ |
| 24. | COVERAGES (A-Q) | __ __. |
__ __. |
__ __. |
__ __. |
| | INTERMEDIATE | |
|
|
|
| 25. | ROLLER CODE A-Q) |
__ |
__ |
__ |
__ |
| 26. | COVERAGES (A-Q) | __ __. |
__ __. |
__ __. |
__ __. |
| | FINAL | |
|
|
|
| 27. | ROLLER CODE A-Q) |
__ |
__ |
__ |
__ |
| 28. | COVERAGES (A-Q) |
__ __. |
__ __. |
__ __. |
__ __. |
| 29. | MEAN AIR TEMP. (°F) | __ __ __. |
__ __ __. |
__ __ __. |
__ __ __. |
| 30 | COMPACTED THICK. (inch) |
__.__ |
__.__ |
__.__ |
__.__ |
| 31. | CURING PERIOD (hours) |
__ __. |
__ __. |
__ __. |
__ __. |
|
|
SHEET 19
INVENTORY DATA
LTPP PROGRAM
|
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| |
UNBOUND OR STABILIZED BASE OR SUBBASE MATERIAL DESCRIPTION |
|
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| *2. |
AASHTO SOIL CLASSIFICATION (See Codes, Table A.9) |
[__ __] |
| *3. |
ATTERBERG LIMITS (AASHTO T90 and T90 or ASTM D4318) |
|
| |
PI [__ __.] |
LL [__ __.] |
PL [__ __.] |
|
| 4. |
MAXIMUM LAB DRY DENSITY (pcf) |
__ __ __. |
| 5. |
OPTIMUM LAB MOISTURE CONTENT (percent) |
|
| |
PI [__ __.] |
LL [__ __.] |
PL [__ __.] |
|
| |
PI [__ __.] |
LL [__ __.] |
PL [__ __.] |
|
| 6. |
TEST USED TO MEASURE MAXIMUM DRY DENSITY |
__ |
| |
Standard AASHTO T99...............1
Modified AASHTO T180.............2
AASHTO T134 (Soil-Cement).....3
ASTM D558................................4
ASTM D4223..............................5
Other (Specify)______________ 6 |
|
| 7. |
COMPACTIVE ENERGY FOR "OTHER" METHOD
(foot-pounds/cubic inch) |
__ __.__ |
| |
IN SITU DRY DENSITY (pcf) |
|
| 8. |
MEAN |
__ __ __ |
NUMBER OF SAMPLES |
__ __ |
| 9. |
MINIMUM |
__ __ __ |
MAXIMUM |
__ __ __ |
| 10. |
STANDARD DEVIATION __ __ __ |
|
| |
IN SITU DRY DENSITY (percent of dry weight) |
|
| 11. |
MEAN |
__ __ __ |
NUMBER OF SAMPLES |
__ __ |
| 12. |
MINIMUM |
__ __ __ |
MAXIMUM |
__ __ __ |
| 13. |
STANDARD DEVIATION __ __ __ |
|
| 14. |
COARSE GRADATION OF BASE/SUBBASE MATL. |
|
| 15. |
FINE GRADATION OF BASE/SUBBASE MATL. |
|
| |
Sieve Size or No. |
% Passing |
Sieve Size or No. |
% Passing |
| |
1 1/2" |
__ __ __ |
No. 4 |
__ __ |
| |
1" |
__ __ __ |
No. 8 |
__ __ |
| |
7/8" |
__ __ __ |
No. 10 |
__ __ |
| |
3/4" |
__ __ __ |
No. 16 |
__ __ |
| |
5/8" |
__ __ __ |
No. 30 |
__ __ |
| |
1/2" |
__ __ __ |
No. 40 |
__ __ |
| |
3/8" |
__ __ |
No. 50 |
__ __ |
| |
|
|
No. 80 |
__ __ |
| |
|
|
No. 100 |
__ __ |
| |
|
|
No. 200 |
__ __ |
|
SHEET 20
INVENTORY DATA
LTPP PROGRAM
|
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| |
UNBOUND OR STABILIZED BASE OR SUBBASE MATERIAL DESCRIPTION (CONTINUED) |
|
| *1. |
LAYER NUMBER (From Sheet 3) |
[__] |
| |
TYPE AND PERCENT STABILIZING AGENT (For Stabilized Layers Only) |
|
| *2. |
STABILIZING AGENT 1 TYPE CODE [__] PERCENT [__ __.__] |
|
| *3. |
STABILIZING AGENT 2 TYPE CODE [__] PERCENT [__ __.__] |
|
| |
STABILIZING AGENT TYPE CODES |
|
| |
Asphalt Cement........................1
Emulsified Asphalt.....................2
Cutback Asphalt.......................3
Portland Cement.......................4
Lime.........................................5
Fly Ash, Class C.......................6
Fly Ash, Class N.......................7
Other (Specify) ____________8 |
|
| *4. |
ADMIXTURES: TYPE [__] PERCENT [__ __.] |
|
| |
Calcium Chloride....................1
Sodium Chloride.....................2
Magnesium Chloride...............3
Other (Specify)___________ 4 |
|
| |
COMPRESSIVE STRENGTH (psi) |
|
| *5. |
MEAN |
__ __ __ |
NUMBER OF SAMPLES |
__ __ |
| 6. |
MINIMUM |
__ __ __ |
MAXIMUM |
__ __ __ |
| 7. |
STANDARD DEVIATION __ __ __ |
|
| *8. |
TYPE OF COMPRESSION TEST |
[__] |
| |
AASHTO T167 (ASTM D1074)............1
AASHTO T24 (ASTM D1633)..............2
AASHTO T220......................................3
AASHTO T234 (ASTM D2850)............4
Other (Specify)____________________5 |
|
| *9. |
CONFINING PRESSURE (psi)1 |
[__ __.__] |
| 10. |
CALCIUM CARBONATE CONTENT (percent) (ASTM D4373) |
__ __ __. |
| 11. |
CALIFORNIA BEARING RATIO (CBR)
(AASHTO T193 OR ASTM D3668) |
__ __ __ . |
| 12. |
RESISTANCE (R-VALUE) (AASTHO T190 (ASTM D2844)) |
|
| 13. |
MODULUS OF SUBGRADE REACTION (K-VALUE) (psi/sq.in.) |
|
| 14. |
TYPE OF TEST |
__ |
| |
AASHTO T221 (ASTM D1195).........................1
AASHTO T222...................................................2
NOTE: 1. If the test is unconfined, enter "0.0." |
|
|
SHEET 21
INVENTORY DATA
LTPP PROGRAM
|
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| |
SUBGRADE DATA |
|
| *1. |
AASHTO SOIL CLASSIFICATION (See Table A.9, Appendix A) |
[__] |
| 2. |
CALIFORNIA BEARING RATIO (CBR) (AASHTO T193 or ASTM D1883) |
__ __ __. |
| 3. |
RESISTANCE (R-VALUE) (AASHTO T190 (ASTM D2844)) |
__ __ __. |
| 4. |
MODULUS OF SUBGRADE REACTION (K-VALUE) (psi/sq. in.) |
[__.__ __ __] |
| 5. |
TYPE OF TEST
AASHTO T221 (ASTM D1195)...........1 AASHTO T222 or ASTM D1196.........2
|
__ |
| 6. |
PERCENT PASSING NO. 40 SIEVE |
__ __.__ |
| 7. |
PERCENT PASSING NO. 200 SIEVE |
__ __.__ |
| 8. |
PLASTICITY INDEX (AASHTO T90 or ASTM D4318) |
__ __. |
| 9. |
LIQUID LIMIT (AASHTO T89 or ASTM D4318) |
__ __. |
| 10. |
MAXIMUM LAB DRY DENSITY (pcf) |
__ __ __. |
| 11. |
OPTIMUM LAB MOISTURE CONTENT (percent) |
__ __.__ |
| 12. |
TEST USED TO MEASURE MAXIMUM DRY DENSITY |
__ |
| |
Standard AASHTO (T-99).....................1
Modified AASHTO (T-180)...................2
Other (Specify)____________________3 |
|
| 13. |
COMPACTIVE ENERGY FOR "OTHER" METHOD (ft.-lbs./cu. in.) |
__ __.__ |
| |
IN SITU DRY DENSITY (percent of optimum) |
|
| 14. |
MEAN |
__ __ __ |
NUMBER OF TESTS |
__ __ |
| 15. |
MINIMUM |
__ __ __ |
MAXIMUM |
__ __ __ |
| 16. |
STANDARD DEVIATION__ __ __ |
|
| |
IN SITU MOISTURE DENSITY (percent of optimum) |
|
| 17. |
MEAN |
__ __ __ |
NUMBER OF TESTS |
__ __ |
| 18. |
MINIMUM |
__ __ __ |
MAXIMUM |
__ __ __ |
| 19. |
STANDARD DEVIATION__ __ __ |
|
| |
IN SITU DRY DENSITY (pcf) |
|
| 20. |
MEAN |
__ __ __ |
NUMBER OF TESTS |
__ __ |
| 21. |
MINIMUM |
__ __ __ |
MAXIMUM |
__ __ __ |
| 22. |
STANDARD DEVIATION__ __ __ |
|
| |
IN SITU MOISTURE DENSITY (percent of dry weight) |
|
| 23. |
MEAN |
__ __ __ |
NUMBER OF TESTS |
__ __ |
| 24. |
MINIMUM |
__ __ __ |
MAXIMUM |
__ __ __ |
| 25. |
STANDARD DEVIATION __ __ __ |
|
|
SHEET 22
INVENTORY DATA
LTPP PROGRAM
|
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[ __ __ __ __] |
| |
SUBGRADE DATA (CONTINUED) |
|
| |
RELATIVE DENSITY OF COHESIONLESS FREE-DRAINING SOILS (ASTM D2049) |
|
| |
MEASURED DENSITIES FROM LABORATORY TESTS (pcf): |
|
| 1. |
MINIMUM
MAXIMUM | __ __ __.__
__ __ __.__ |
|
| |
RELATIVE DENSITIES (percent): |
|
| 2. |
MEAN |
__ __.__ |
NUMBER OF TESTS |
__ __ |
| 3. |
MINIMUM |
__ __.__ |
MAXIMUM |
__ __.__ |
| |
|
|
|
|
| 4. |
STANDARD DEVIATION__ __.__ |
|
| 5. |
SOIL SUCTION (tsf) (AASHTO T273) |
__ __ __.__ |
| 6. |
EXPANSION INDEX (ASTM D4829 |
__ __.__ |
| |
SWELL PRESSURE (psi) |
|
| 7. |
TEST VALUE |
__ __ __. |
| 8. |
TEST CODE |
__ |
| |
AASHTO T190 or ASTM D2844...........1 AASHTO T258, Method 1.............2
Other __________________________________________________ 3 |
|
| 9. |
PERCENT BY WEIGHT FINER THAN 0.02 MM1 |
__ __.__ |
| 10. |
AVERAGE RATE OF HEAVE DURING STANDARD LABORATORY FREEZING TEST (mm/day)1 |
__ __.__ |
| 11. |
FROST SUSCEPTIBILITY CLASSIFICATION CODE1 |
__ |
| |
Negligible.............................1
Very Low.............................2
Low.....................................3
Medium................................4
High.....................................5
Very High............................6 |
|
| |
NOTE: 1. This data is only required in "Freeze Zones" where frost may be expected to penetrate into the subgrade. |
|
|
SHEET 23
INVENTORY DATA
LTPP PROGRAM
|
*STATE ASSIGNED ID
*STATE CODE
*SHRP SECTION ID
|
[__ __ __ __]
[__ __]
[__ __ __ __] |
| |
SNOW REMOVAL/DEICING |
|
| *1. |
FREQUENCY OF SNOW REMOVAL AT TEST SITE? |
[__] |
| |
≤ 1 x per year......................................1
2 - 10 x per year..................................2
> 10 x per year....................................3 |
|
| *2. |
FREQUENCY OF APPLICATION OF DEICING CHEMICALS ON THE TEST SITE? |
[__] |
| |
≤ 1 x per year......................................1
2 - 10 x per year..................................2
> 10 x per year....................................3 |
|
| *3. |
WHAT TYPE OF DE-ICERS HAVE BEEN USED ON THIS TEST SECTION? |
[__] |
| |
NaCl.....................................................1
CaCl2....................................................2
NaCl + CaCl2.......................................3
CMA................................................... 4
Other (Specify)___________________5 |
|
| *4. |
HAS THE USE OF ANY OF THESE DE-ICERS BEEN DISCONTINUED SINCE THE TEST SECTION WAS OPEN TO TRAFFIC? |
[__] |
| |
NaCl..................................................... 1
CaCl2.................................................... 2
NaCl + CaCl2.........................................3
CMA......................................................4
Other (Specify)____________________5 |
|
| |
IF YES, IN WHAT YEAR? |
[__ __ __ __] |
|
|
|
