The additional types of asphalt pavement materials tested include a polymer modified asphalt (PMA, should not affect the albedo), gap-graded rubberized hot mix asphalt (RHMA, which contains a higher asphalt binder content and recycled tire rubber which is expected to affect the albedo), rubberized warm mix asphalt (RWMA, a different RHMA mix with a “warm mix” additive that should not affect the albedo), an open-graded asphalt friction course (OGFC) and an aged asphalt concrete (AC). The PMA section showed a slightly higher mean albedo of 0.12 compared to 0.08 for the RHMA, and 0.06 for the RWMA. The aged asphalt pavement (Aged AC) of 4 years old resulted in a higher albedo of 0.14. The newly paved OGFC layer had a low albedo of 0.07. The lower albedos of the RHMA, RWMA and OGFC were expected because of their higher asphalt contents, and inclusion of tire rubber in the binder of the RHMA and RWMA. The higher albedo of the aged asphalt was also expected because of the oxidation of the asphalt.