| Research Home | Pavements Home | |
![]() |
|
| This report is an archived publication and may contain dated technical, contact, and link information | |
|
Publication Number: FHWA-RD-07-052 Date: September 2007 |
This LTPP protocol covers the procedures used to determine the size distribution of aggregates for chip seals and slurry seals for use in the H-101 SPS-3 study. The test is to be performed in accordance with AASHTO T27-82 as modified herein. The sieve sizes shall conform to the following:
| Chip Seal | Slurry Seal |
|---|---|
| ½ in (12.5 mm) | |
| 3/8 in. (9.50 mm) | 5 /16 in (8.00 mm) |
| No. 4 (4.75 mm) | No. 4 (4.75 mm) |
| No. 8 (2.36 mm) | No. 8 (2.36 mm) |
| No. 10 (2.00 mm) | |
| No. 16 (1.18 mm) | |
| No. 30 (0.600 mm) | |
| No. 50 (0.300 mm) | |
| No. 100 (0.150 mm) | |
| No. 200 (0.075 mm) | No. 200 (0.075 mm) |
The results of testing on chip seal aggregates (AGCS) will be recorded on LTPP Test Sheet H16. The results of testing on slurry seal aggregates (AGSL) will be recorded on LTPP Test Sheet H17.
LTPP LABORATORY MATERIAL HANDLING AND TESTING
LABORATORY MATERIAL TEST DATA
AGGREGATE GRADATION
LAB DATA SHEET H16A
CHIP SEAL PROPERTIES
LTPP TEST DESIGNATION SC10/LTPP PROTOCOL H14L
LABORATORY PERFORMING TEST: _____________________________________________________________
LABORATORY IDENTIFICATION CODE: ___ ___ ___ ___
REGION: _________________________ STATE: STATE CODE: __ __
EXPERIMENT NO: _____ SHRP ID: __ __ __ __
SAMPLED BY: _________________________________________ FIELD SET NO: ___
DATE SAMPLED: __ __ - __ __ - __ __ __ __ SAMPLING AREA NO: SA- ____
1. LAYER NUMBER ___
2. LABORATORY TEST NUMBER __
3. LOCATION NUMBER __ __ __
4. LTPP SAMPLE NUMBER __ __ __ __
5. GRADATION, % PASSING EACH SIEVE
Standard
½ in. (12.5 mm) __ __.__
? in. (9.50 mm) __ __.__
#4 (4.75 mm) __ __.__
#8 (2.36 mm) __ __.__
#10 (2.00 mm) __ __.__
#200 (0.075 mm) __ __.__
6. COMMENTS
(a) CODE ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___
(b) NOTE _______________________________________________________
7. TEST DATE __ __ - __ __ - __ __ __ __
| GENERAL REMARKS:___________________________________________________________________________ | |
| SUBMITTED BY, DATE | CHECKED AND APPROVED, DATE |
| ______________________________ | ______________________________ |
| LABORATORY CHIEF Affiliation______________________ | Affiliation______________________ |
LTPP LABORATORY MATERIAL HANDLING AND TESTING
LABORATORY MATERIAL TEST DATA
AGGREGATE GRADATION
LAB DATA SHEET H16B
SLURRY SEAL PROPERTIES
LTPP TEST DESIGNATION SC10/LTPP PROTOCOL H14L
LABORATORY PERFORMING TEST: _____________________________________________________________
LABORATORY IDENTIFICATION CODE: ___ ___ ___ ___
REGION: _________________________ STATE: STATE CODE: __ __
EXPERIMENT NO: _____ SHRP ID: __ __ __ __
SAPLED BY: _________________________________________ FIELD SET NO: ___
DATE SAMPLED: __ __ - __ __ - __ __ __ __ SAMPLING AREA NO: SA- ____
1. LAYER NUMBER ___
2. LABORATORY TEST NUMBER __
3. LOCATION NUMBER __ __ __
4. LTPP SAMPLE NUMBER __ __ __ __
5. GRADATION, % PASSING EACH SIEVE
Standard
5/16 in. (8.00 mm) __ __.__
#4 (4.75 mm) __ __.__
#8 (2.36 mm) __ __.__
#16 (1.18 mm) __ __.__
#30 (0.600 mm) __ __.__
#50 (0.300 mm) __ __.__
#100 (0.150 mm) __ __.__
#200 (0.075 mm) __ __.__
6. COMMENTS
(a) CODE ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___
(b) NOTE _______________________________________________________
7. TEST DATE __ __ - __ __ - __ __ __ __
| GENERAL REMARKS:___________________________________________________________________________ | |
| SUBMITTED BY, DATE | CHECKED AND APPROVED, DATE |
| ______________________________ | ______________________________ |
| LABORATORY CHIEF Affiliation______________________ | Affiliation______________________ |
| << Previous | Contents | Next >> |
|
Topics: research, infrastructure, pavements and materials Keywords: research, infrastructure, pavements and materials, Asphalt cement, asphalt concrete, field sampling, General Pavement Studies, laboratory testing, LTPP, material properties, pavement layering, Pavement Performance Data Base, portland cement concrete, protocol,Specific Pavement Studies, subbase, subgrade, treated base, unbound base TRT Terms: research, facilities, transportation, highway facilities, roads, parts of roads, pavements Updated: 04/23/2012
|
|
|