{"id":34,"date":"2024-10-30T03:11:08","date_gmt":"2024-10-30T03:11:08","guid":{"rendered":"https:\/\/www.oxfordrecycling.com\/newsite\/?page_id=34"},"modified":"2025-01-19T16:02:23","modified_gmt":"2025-01-19T16:02:23","slug":"specifications","status":"publish","type":"page","link":"https:\/\/www.oxfordrecycling.com\/newsite\/specifications\/","title":{"rendered":"Specifications"},"content":{"rendered":"

[et_pb_section fb_built=”1″ _builder_version=”4.27.2″ _module_preset=”default” background_color=”rgba(255,255,255,0.75)” background_image=”https:\/\/www.oxfordrecycling.com\/newsite\/wp-content\/uploads\/2024\/11\/bkg7.jpg” width=”100%” max_width=”100%” module_alignment=”center” custom_padding=”0px||0px||false|false” saved_tabs=”all” global_colors_info=”{}”][et_pb_row column_structure=”1_2,1_2″ _builder_version=”4.27.2″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”90deg” background_color_gradient_stops=”rgba(255,255,255,0.85) 0%|rgba(0,0,0,0.55) 100%” width=”100%” custom_margin=”0px||||false|false” custom_padding=”0px||6px|15px|false|false” global_colors_info=”{}”][et_pb_column type=”1_2″ _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.oxfordrecycling.com\/newsite\/wp-content\/uploads\/2024\/10\/OxfordLogo-300×118.png” title_text=”OxfordLogo” url=”http:\/\/oxfordrecycling.com\/newsite\/” align_tablet=”center” align_phone=”center” align_last_edited=”on|phone” _builder_version=”4.27.2″ _module_preset=”default” custom_margin=”15px||10px||false|false” custom_margin_tablet=”||-10px|-30px|false|false” custom_margin_phone=”||-10px|-30px|false|false” custom_margin_last_edited=”on|tablet” custom_padding=”||||false|false” global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][et_pb_column type=”1_2″ _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” text_font=”–et_global_body_font||||||||” text_text_color=”#FFFFFF” header_3_line_height=”1.2em” background_layout=”dark” custom_margin=”40px|||250px|false|false” custom_margin_tablet=”0px|||0px|false|false” custom_margin_phone=”0px|||0px|false|false” custom_margin_last_edited=”on|tablet” text_orientation_tablet=”center” text_orientation_phone=”center” text_orientation_last_edited=”on|desktop” global_colors_info=”{}”]<\/p>\n

2400 W. Oxford Ave.
Englewood, CO 80110<\/p>\n

303-762-1160<\/h3>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”2_3,1_3″ _builder_version=”4.27.2″ _module_preset=”default” background_color=”rgba(255,255,255,0.85)” min_height=”798.4px” custom_margin=”|auto||auto|false|false” custom_padding=”|20px||30px|false|false” global_colors_info=”{}”][et_pb_column type=”2_3″ _builder_version=”4.27.2″ _module_preset=”default” custom_padding=”|30px|||false|false” border_width_right=”2px” border_color_right=”#bababa” global_colors_info=”{}”][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” custom_margin=”||6px|||” custom_padding=”||15px|||” global_colors_info=”{}”]<\/p>\n

Specifications<\/h1>\n

<\/h2>\n

\"\"<\/span><\/span><\/span>Class 6 Base Course – June 2023<\/h2>\n

AASHTO T 27, Sieve Analysis of Fine and Course Aggregates<\/p>\n

[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” width=”89.8%” custom_margin=”6px||31px|||” custom_padding=”19px|||||” border_width_top=”2px” border_color_top=”#d6d6d6″ border_width_bottom=”2px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”]<\/p>\n

\n
\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
Sieve Size<\/strong><\/td>\n% Passing<\/strong><\/td>\nCDOT Grading Specifications<\/strong>
% Passing<\/strong><\/td>\n<\/tr>\n
19.0 mm (3\/4″)<\/td>\n100<\/td>\n100<\/td>\n<\/tr>\n
12.5 mm (1\/2″)<\/span><\/td>\n87<\/td>\n–<\/td>\n<\/tr>\n
9.5 mm (3\/8″)<\/span><\/td>\n75<\/td>\n–<\/td>\n<\/tr>\n
4.75 mm (No. 4)<\/span><\/td>\n55<\/td>\n30-65<\/td>\n<\/tr>\n
2.36 mm (No. 8)<\/span><\/td>\n44<\/td>\n25-55<\/td>\n<\/tr>\n
1.18 mm (No. 16)<\/span><\/td>\n33<\/td>\n–<\/td>\n<\/tr>\n
600 um (No. 30)<\/span><\/td>\n23<\/td>\n–<\/td>\n<\/tr>\n
300 um (No. 50)<\/span><\/td>\n14<\/td>\n–<\/td>\n<\/tr>\n
150 um (No. 100)<\/span><\/td>\n8<\/td>\n–<\/td>\n<\/tr>\n
75 um (No.200)<\/span><\/td>\n5.4<\/td>\n3-12<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
R-Value<\/td>\n86<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n

[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” custom_margin=”||18px|||” global_colors_info=”{}”]<\/p>\n

AASHTO T 96, Resistance to Degradation of Small Size Coarse
Aggregate by Abrasion and Impact in the Los Angeles Machine<\/p>\n

[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” width=”89.8%” custom_margin=”6px|-5px|40px|||” custom_padding=”19px|||||” border_width_top=”2px” border_color_top=”#d6d6d6″ border_width_bottom=”2px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”]<\/p>\n

\n
\n\n\n\n\n
Sample ID<\/strong><\/td>\nGrading<\/strong><\/td>\nWeight Before (g)<\/strong><\/td>\nWeight After (g)<\/strong><\/td>\n% Loss<\/strong><\/td>\n<\/tr>\n
Class 6<\/td>\nD<\/td>\n5000.0<\/td>\n2915<\/td>\n38<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n

[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” custom_margin=”||15px|||” global_colors_info=”{}”]<\/p>\n

AASHTO T 89, Determining the Liquid Limits of Soils<\/p>\n

[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” width=”89.8%” custom_margin=”6px|-5px|37px|||” custom_padding=”19px|||||” border_width_top=”2px” border_color_top=”#d6d6d6″ border_width_bottom=”2px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”]<\/p>\n

\n
\n\n\n\n\n
Sample ID<\/strong><\/td>\nLiquid Limit<\/strong><\/td>\n<\/tr>\n
Class 6<\/td>\nNL<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n

[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” custom_margin=”||17px|||” global_colors_info=”{}”]<\/p>\n

AASHTO T 90, Determining the Plastic Limits and Plasticity Index of Soils<\/p>\n

[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” width=”89.8%” custom_margin=”6px|-5px|37px|||” custom_padding=”19px|||||” border_width_top=”2px” border_color_top=”#d6d6d6″ border_width_bottom=”2px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”]<\/p>\n

\n
\n\n\n\n\n
Sample ID<\/strong><\/td>\nPlastic Limit<\/strong><\/td>\nPlasticity Index<\/span><\/span><\/strong><\/td>\n<\/tr>\n
Class 6<\/td>\nNL<\/td>\nNP<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n

[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” custom_margin=”||20px|||” global_colors_info=”{}”]<\/p>\n

AASHTO T 180, Moisture-Density Relations of Soils<\/p>\n

[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” width=”89.8%” custom_margin=”6px|-5px|37px|||” custom_padding=”19px|||||” border_width_top=”2px” border_color_top=”#d6d6d6″ border_width_bottom=”2px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”]<\/p>\n

\n
\n\n\n\n\n
Sample ID<\/strong><\/td>\nMaximum Density (Proctor), pcf<\/span><\/span><\/strong><\/td>\nOptimum Moisture %<\/span><\/span><\/strong><\/td>\n<\/tr>\n
Class 6<\/td>\n114.5<\/td>\n12.0<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n

[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” custom_margin=”||18px|||” global_colors_info=”{}”]<\/p>\n

\"\"<\/span><\/span>1 1\/2″ Dry Screened Rock<\/h2>\n

[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” width=”89.8%” custom_margin=”6px|-5px|40px|||” custom_padding=”19px|||||” border_width_top=”2px” border_color_top=”#d6d6d6″ border_width_bottom=”2px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”]<\/p>\n

\n
\n\n\n\n\n
Sample<\/strong><\/td>\n1 1\/2 in<\/strong><\/td>\n1 in<\/strong><\/td>\n3\/4 in<\/strong><\/td>\n1\/2 in<\/strong><\/td>\n3\/8 in<\/strong><\/td>\nNo. 4<\/strong><\/td>\n<\/tr>\n
1 1\/2 in<\/td>\n100<\/td>\n66<\/td>\n29<\/td>\n3<\/td>\n2<\/td>\n1<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n

[\/et_pb_text][et_pb_text _builder_version=”4.27.3″ _module_preset=”default” custom_margin=”||15px|||” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″]<\/p>\n

\"\"<\/span><\/span>Recycled Asphalt<\/h2>\n

[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” width=”89.8%” custom_margin=”6px||31px|||” custom_padding=”9px|||||” border_width_top=”2px” border_color_top=”#d6d6d6″ border_width_bottom=”2px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”]<\/p>\n

\n
\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
Sieve Size<\/strong><\/td>\n% Passing<\/strong><\/td>\n<\/tr>\n
1 1\/2″<\/span><\/td>\n100<\/td>\n<\/tr>\n
1″<\/span><\/td>\n100<\/td>\n<\/tr>\n
3\/4″<\/span><\/td>\n100<\/td>\n<\/tr>\n
1\/2″<\/span><\/td>\n97<\/td>\n<\/tr>\n
3\/8″<\/span><\/td>\n93<\/td>\n<\/tr>\n
No. 4<\/span><\/td>\n80<\/td>\n<\/tr>\n
No. 8<\/span><\/td>\n67<\/td>\n<\/tr>\n
No. 16<\/span><\/td>\n51<\/td>\n<\/tr>\n
No. 30<\/span><\/td>\n38<\/td>\n<\/tr>\n
No. 50<\/span><\/td>\n27<\/td>\n<\/tr>\n
No. 100<\/span>
<\/span><\/td>\n		18<\/td>\n<\/tr>\n
No. 200<\/span><\/td>\n13.1<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n<\/tr>\n
AC Content %*<\/td>\n5.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n

[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” custom_margin=”-18px||20px|||” global_colors_info=”{}”]<\/p>\n

* Asphalt cement content does not reflect an ash correction or a retention factor.<\/span><\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.27.2″ _module_preset=”default” custom_padding=”|0px||0px|false|false” global_colors_info=”{}”][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"

2400 W. Oxford Ave.Englewood, CO 80110 303-762-1160Specifications Class 6 Base Course – June 2023 AASHTO T 27, Sieve Analysis of Fine and Course Aggregates Sieve Size % Passing CDOT Grading Specifications% Passing 19.0 mm (3\/4″) 100 100 12.5 mm (1\/2″) 87 – 9.5 mm (3\/8″) 75 – 4.75 mm (No. 4) 55 30-65 2.36 mm […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-34","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.oxfordrecycling.com\/newsite\/wp-json\/wp\/v2\/pages\/34","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.oxfordrecycling.com\/newsite\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.oxfordrecycling.com\/newsite\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.oxfordrecycling.com\/newsite\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.oxfordrecycling.com\/newsite\/wp-json\/wp\/v2\/comments?post=34"}],"version-history":[{"count":7,"href":"https:\/\/www.oxfordrecycling.com\/newsite\/wp-json\/wp\/v2\/pages\/34\/revisions"}],"predecessor-version":[{"id":226,"href":"https:\/\/www.oxfordrecycling.com\/newsite\/wp-json\/wp\/v2\/pages\/34\/revisions\/226"}],"wp:attachment":[{"href":"https:\/\/www.oxfordrecycling.com\/newsite\/wp-json\/wp\/v2\/media?parent=34"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}