Long-Term Pavement Performance Inventory Data Collection
GuideInventory 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."
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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. |
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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? |
[__ __ __ __] |
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FHWA-HRT-06-066
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