This　paper　presents　the　results　of　full-scale　static　and　dynamic　load　testing　of　a　curved　box　girder　bridge.　Two　Florida　Department　of　Transportation　(FOOT)　test　trucks　with　a　total　weight　of　up　to　117　tons　provided　the　static　loading.　One　FOOT　test　truck　with　a　total　weight　of　52.7　tons　applied　the　dynamic　loading.　Two　different　theoretical　mechanical　models　were　developed　to　evaluate　the　test　results.　The　agreement　between　test　and　analytical　results　supports　the　expectation　that　actual　bridge　responses　can　be　well　predicted　through　theoretical　analysis　with　limited　experimental　data.　The　influence　of　barriers,　effective　width　of　concrete　slabs　and　impact　factors　are　discussed.　The　research　results　are　instructive　and　applicable　to　bridge　design　and　bridge　load-rating　activities.