div class=ts-pagebuttonPage 1button div class=ts-image amp-img class=ts-thumb alt=Page 1: INJNTU · QThe gradient at hair-pin bends or other sharp corners with inside curves of 1 hould 15 never I in 20 QWeight of vehicles Pavement thickness QThe reduction in load carrying src=https:reader035vdocumentinreader035viewer20220816065e95fd970562b4120b5c2440html5thumbnails1jpg width=142 height=106 layout=responsive amp-img divpINJNTUCOMp pINJNTUCOM INJNTUCOMINJNTUCOMp div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadivdivdiv class=ts-pagebuttonPage 2button div class=ts-image amp-img class=ts-thumb alt=Page 2: INJNTU · QThe gradient at hair-pin bends or other sharp corners with inside curves of 1 hould 15 never I in 20 QWeight of vehicles Pavement thickness QThe reduction in load carrying src=https:reader035vdocumentinreader035viewer20220816065e95fd970562b4120b5c2440html5thumbnails2jpg width=142 height=106 layout=responsive amp-img divpINJNTUCOMp pINJNTUCOM INJNTUCOMINJNTUCOMp div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadivdivdiv class=ts-pagebuttonPage 3button div class=ts-image amp-img class=ts-thumb alt=Page 3: INJNTU · QThe gradient at hair-pin bends or other sharp corners with inside curves of 1 hould 15 never I in 20 QWeight of vehicles Pavement thickness QThe reduction in load carrying src=https:reader035vdocumentinreader035viewer20220816065e95fd970562b4120b5c2440html5thumbnails3jpg width=142 height=106 layout=responsive amp-img divpINJNTUCOMp pINJNTUCOM INJNTUCOMINJNTUCOMp div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadivdivdiv class=ts-pagebuttonPage 4button div class=ts-image amp-img class=ts-thumb alt=Page 4: INJNTU · QThe gradient at hair-pin bends or other sharp corners with inside curves of 1 hould 15 never I in 20 QWeight of vehicles Pavement thickness QThe reduction in load carrying src=https:reader035vdocumentinreader035viewer20220816065e95fd970562b4120b5c2440html5thumbnails4jpg width=142 height=106 layout=responsive amp-img divpINJNTUCOMp pINJNTUCOM INJNTUCOMINJNTUCOMp div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadivdivdiv class=ts-pagebuttonPage 5button div class=ts-image amp-img class=ts-thumb alt=Page 5: INJNTU · QThe gradient at hair-pin bends or other sharp corners with inside curves of 1 hould 15 never I in 20 QWeight of vehicles Pavement thickness QThe reduction in load carrying src=https:reader035vdocumentinreader035viewer20220816065e95fd970562b4120b5c2440html5thumbnails5jpg width=142 height=106 layout=responsive amp-img divpINJNTUCOMp pINJNTUCOM INJNTUCOMINJNTUCOMp div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadivdivdiv class=ts-pagebuttonPage 6button div class=ts-image amp-img class=ts-thumb alt=Page 6: INJNTU · QThe gradient at hair-pin bends or other sharp corners with inside curves of 1 hould 15 never I in 20 QWeight of vehicles Pavement thickness QThe reduction in load carrying src=https:reader035vdocumentinreader035viewer20220816065e95fd970562b4120b5c2440html5thumbnails6jpg width=142 height=106 layout=responsive amp-img divpINJNTUCOMp pINJNTUCOM INJNTUCOMINJNTUCOMp div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadiv div class=annotationa href=INJNTUCOM rel=ugc nofollow target=_blankINJNTUCOMadivdiv