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FHWA > Engineering > Pavements > Research > LTPP > FHWA-HRT-07-052 > Protocol P14 |
Long Term Pavement Performance Project Laboratory Materials Testing And Handling GuideProtocol P14
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Sieve Size | Percent Passing |
---|---|
1 ½ in. (37.5-mm) | __ __ __. |
1 in. (25.0-mm) | __ __ __. |
¾ in. (19.0-mm) | __ __ __. |
½ in. (12.5-mm) | __ __ __. |
⅜ in (9.5-mm) | __ __ __. |
#4 (4.75-mm) | __ __ __. |
#10 (2.00-mm) | __ __. |
#40 (0.425-mm) | __ __. |
#80 (0.180-mm) | __ __. |
#200 (0.075-mm) | __ __ . __ |
Primary Geologic Classification Code __ __
Secondary Geologic Classification Code (A) __ __
Secondary Geologic Classification Code (B) __ __
The secondary geologic classification codes (A) and (B) are not mandatory data entry fields. These codes should only be assigned to the test sample when a secondary constituent geologic classification code shall always be assigned to the major geologic aggregate constituent.
7.4 Comments shall include LTPP Standard comment code(s) as shown in Section 4.3 of this Guide and any other note as needed.
7.5 Use Form T14 (Test Sheet T14) to report the above information (Items 7.1 to 7.4).
LTPP LABORATORY MATERIAL HANDLING AND TESTING
LABORATORY MATERIAL TEST DATA
GRADATION OF AGGREGATE
LAB DATA SHEET T14
ASPHALTIC CONCRETE LAYER (ASPHALTIC CONCRETE PROPERTIES)
LTPP TEST DESIGNATION AG04/LTPP PROTOCOL P14
LABORATORY PERFORMING TEST:____________________________________________________
LABORATORY IDENTIFICATION CODE:__ __ __ __
REGION _______________ STATE ___________________ STATE CODE __ __
EXPERIMENT NO _____
SAMPLED BY: _______________________________________ FIELD SET NO. __
DATE SAMPLED: __ __-__ __-__ __ __ __
1. LAYER NUMBER (FROM LAB SHEET L04 AND FORM T01B) __
2. SHRP ID | __ __ __ __ | __ __ __ __ | __ __ __ __ |
3. SAMPLING AREA NO. (SA-) | __ __ | __ __ | __ __ |
4. LABORATORY TEST NUMBER | __ | __ | __ |
5. LOCATION NUMBER | __ __ __ | __ __ __ | __ __ __ |
6. LTPP SAMPLE NUMBER | __ __ __ __ | __ __ __ __ | __ __ __ __ |
7. GRADATION, % PASSING EACH SIEVE SIZE | |||
Standard (mm) | |||
1 ½ inch (37.5 mm) | __ __ __ . | __ __ __ . | __ __ __ . |
1 inch (25.0 mm) | __ __ __ . | __ __ __ . | __ __ __ . |
¾ inch (19.0 mm) | __ __ __ . | __ __ __ . | __ __ __ . |
½ inch (12.5 mm) | __ __ __ . | __ __ __ . | __ __ __ . |
⅜ inch (9.5 mm) | __ __ __ . | __ __ __ . | __ __ __ . |
#4 (4.75 mm) | __ __ __ . | __ __ __ . | __ __ __ . |
#10 (2.00 mm) | __ __ . | __ __ . | __ __ . |
#40 (0.425 mm) | __ __ . | __ __ . | __ __ . |
#80 (0.180 mm) | __ __ . | __ __ . | __ __ . |
#200 (0.075 mm) | __ __ . __ | __ __ . __ | __ __ . __ |
PRIMARY GEOLOGICAL CLASSIFICATION CODE | __ __ | __ __ | __ __ |
SECONDARY GEOLOGICAL CLASSIFICATION CODE (A) | __ __ | __ __ | __ __ |
SECONDARY GEOLOGICAL CLASSIFICATION CODE (B) | __ __ | __ __ | __ __ |
8. COMMENTS | |||
(a) CODE | __ __ __ __ __ ____ __ __ __ __ __ | __ __ __ __ __ ____ __ __ __ __ __ | __ __ __ __ __ ____ __ __ __ __ __ |
(b) NOTE | ________________________________ | ________________________________ | ________________________________ |
9. TEST DATE | __ __ - __ __ - __ __ __ __ | __ __ - __ __ - __ __ __ __ | __ __ - __ __ - __ __ __ __ |
GENERAL REMARKS:___________________________________________________________________________ | |
SUBMITTED BY, DATE | CHECKED AND APPROVED, DATE |
______________________________ | ______________________________ |
LABORATORY CHIEF Affiliation______________________ | Affiliation______________________ |
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