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~E~&k0S~(s3B<br />

********************************************************************************<br />

* *<br />

* ODOT CONSTRUCTION MANAGEMENT SYSTEM *<br />

* *<br />

* REPORT OF BM AVERAGE SPECIFIC GRAVITY *<br />

* CMTAR035 *<br />

* *<br />

* REPORT REQUESTED BY D01JS1 OF LOCATION 01 *<br />

* REPORT REQUESTED ON 01/06/11 AT 14:33 *<br />

* *<br />

* TACK *<br />

* *<br />

* *<br />

********************************************************************************<br />

~(s0B


CMTAR035 ODOT CONSTRUCTION MANAGEMENT SYSTEM 01/06/11 15:02<br />

REPORT OF BM AVERAGE SPECIFIC GRAVITY PAGE: 1<br />

Requested for Prod/Supp Code: ALL<br />

Beginning Date: 01/01/10 Ending Date: 12/31/10<br />

Prod/Supp Material Avg <strong>Specific</strong><br />

Code Name Code Name <strong>Gravity</strong><br />

01401-01 MAR-ZANE/BYESVILE#13 104SS1H EMULS ASPH SS-1H 1.020<br />

03100-01 BLACKLIDGE EMULSIONS 104SS1H EMULS ASPH SS-1H 1.024<br />

04206-01 ERIE MATLS-SANDUSKY 102MC30 CUTBACK ASP’T MC-30 0.933<br />

05504-01 MAR/ASH@JEFFRSN HLLS 104CRS2 EMULS ASPH CRS-2 1.000<br />

05505-01 MAR/ASH@NORTH BEND 102MC30 CUTBACK ASP’T MC-30 0.942<br />

102MC30 CUTBACK ASPT MC-3000 0.995<br />

104RS2 EMULS ASPH RS-2 1.010<br />

104SS1H EMULS ASPH SS-1H 1.059<br />

05508-01 ASPHALT MATERIALS A 102MC30 CUTBACK ASP’T MC-30 0.916<br />

102MC70 CUTBACK ASP’T MC-70 0.952<br />

104CRS2 EMULS ASPH CRS-2 1.008<br />

104CRS2 EMULS ASPH CRS-2P 1.010<br />

104CSS1 EMULS ASPH CSS-1 1.014<br />

104CSS1 EMULS ASPH CSS-1H 1.023<br />

104HFRS EMULS ASPH HFRS-2 1.011<br />

104MWS1 EMULS ASPH MWS-150 1.000<br />

104MWS3 EMULS ASPH MWS-300 1.004<br />

104MWS9 EMULS ASPH MWS-90 1.008<br />

104RS2 EMULS ASPH RS-2 1.011<br />

104SS1H EMULS ASPH SS-1H 1.018<br />

05509-01 ASPHALT MATL-MARION 104CSS1 APLT CA EM GR CSS1HM 1.015<br />

104MWS1 EMULS ASPH MWS-150 1.015<br />

104MWS9 EMULS ASPH MWS-90 1.013<br />

104SS1H EMULS ASPH SS-1H 1.023<br />

05510-01 ASPHALT MATL-OREGON 100SS92 RUBBER TACK 924 1.022<br />

102MC30 CUTBACK ASP’T MC-30 0.941<br />

104AEPB EMULS ASPH AEP-B 1.005<br />

104CRS2 EMULS ASPH CRS-2P 1.004<br />

104CSS1 EMULS ASPH CSS-1H 1.018<br />

104CSS1 APLT CA EM GR CSS1HM 1.018<br />

104MWS9 EMULS ASPH MWS-90 1.016<br />

104SS1H EMULS ASPH SS-1H 1.023<br />

05511-01 BIG SANDY ASPHALT/KY 104MWS9 EMULS ASPH MWS-90 1.010<br />

104RS2 EMULS ASPH RS-2 1.008<br />

104SS1H EMULS ASPH SS-1H 1.018<br />

05513-02 ASPHALT MAT’LS/SEMS 104HFRS EMULS ASPH HFRS-2 1.022<br />

104HFRS EMULS ASPH HFRS-2P 1.018<br />

104MWS1 EMULS ASPH MWS-150 1.006<br />

104MWS3 EMULS ASPH MWS-300 1.001<br />

104MWS9 EMULS ASPH MWS-90 1.016<br />

104RS2 EMULS ASPH RS-2 1.009<br />

~(s0B


CMTAR035 ODOT CONSTRUCTION MANAGEMENT SYSTEM 01/06/11 15:02<br />

REPORT OF BM AVERAGE SPECIFIC GRAVITY PAGE: 2<br />

Requested for Prod/Supp Code: ALL<br />

Beginning Date: 01/01/10 Ending Date: 12/31/10<br />

Prod/Supp Material Avg <strong>Specific</strong><br />

Code Name Code Name <strong>Gravity</strong><br />

104SS1H EMULS ASPH SS-1H 1.017<br />

05520-02 UNIQUE PAVING 104SS1 EMULS ASPH SS-1 1.014<br />

104SS1H EMULS ASPH SS-1H 1.022<br />

05521-01 JASA 100SS92 RUBBER TACK 924 1.017<br />

102MC30 CUTBACK ASP’T MC-30 0.939<br />

102MC70 CUTBACK ASP’T MC-70 0.944<br />

10320 ASPH PRIMER 20 0.921<br />

104CRS2 EMULS ASPH CRS-2 -----<br />

104CRS2 EMULS ASPH CRS-2P 1.007<br />

104CSS1 EMULS ASPH CSS-1 1.007<br />

104HFRS EMULS ASPH HFRS-2 1.012<br />

104SS1 EMULS ASPH SS-1 1.013<br />

104SS1H EMULS ASPH SS-1H 0.039<br />

05527-01 SHELLY / M.T.I. KANA 102MC30 CUTBACK ASP’T MC-30 0.929<br />

104SS1H EMULS ASPH SS-1H 1.019<br />

05534-01 SHELLY LIQUIDS TOL. 100SS92 RUBBER TACK 924 1.026<br />

104SS1H EMULS ASPH SS-1H 1.023<br />

05535-01 S&S TERMINAL/RAYLAND 100SS92 RUBBER TACK 924 1.022<br />

102MC70 CUTBACK ASP’T MC-70 0.950<br />

104CRS2 EMULS ASPH CRS-2 1.007<br />

104CRS2 EMULS ASPH CRS-2P 1.008<br />

104SS1H EMULS ASPH SS-1H 1.019<br />

05536-01 TERRY MATERIALS 104CRS2 EMULS ASPH CRS-2P 1.008<br />

104CSS1 EMULS ASPH CSS-1H 1.019<br />

104CSS1 APLT CA EM GR CSS1HM 1.018<br />

104RS2 EMULS ASPH RS-2 1.010<br />

104SS1H EMULS ASPH SS-1H 0.995<br />

05548-01 RUSSELL STD-MERCER 104CMS2 EMULS ASPH CMS-2 0.995<br />

104CRS2 EMULS ASPH CRS-2 1.018<br />

104CSS1 EMULS ASPH CSS-1H 1.009<br />

05550-01 RUB-R-ROAD 100SS92 RUBBER TACK 924 -----<br />

05566-01 PHILLIPS PETROLEUM 100SS92 RUBBER TACK 924 1.021<br />

102MC30 CUTBACK ASP’T MC-30 0.935<br />

104RS2 EMULS ASPH RS-2 1.013<br />

104SS1H EMULS ASPH SS-1H 1.021<br />

05582-01 SHELLY / M.T.I. CLEV 102MC30 CUTBACK ASP’T MC-30 0.953<br />

102MC70 CUTBACK ASP’T MC-70 0.955<br />

104SS1H EMULS ASPH SS-1H 1.017<br />

05602-02 GCAT (VALLEY) 104RS2 EMULS ASPH RS-2 1.004<br />

~(s0B


CMTAR035 ODOT CONSTRUCTION MANAGEMENT SYSTEM 01/06/11 15:02<br />

REPORT OF BM AVERAGE SPECIFIC GRAVITY PAGE: 3<br />

Requested for Prod/Supp Code: ALL<br />

Beginning Date: 01/01/10 Ending Date: 12/31/10<br />

Prod/Supp Material Avg <strong>Specific</strong><br />

Code Name Code Name <strong>Gravity</strong><br />

104SS1H EMULS ASPH SS-1H 1.015<br />

05612-01 ASPHALT TECHNOLOGIES 102MC30 CUTBACK ASP’T MC-30 0.967<br />

104CRS2 EMULS ASPH CRS-2P 1.021<br />

104HFRS EMULS ASPH HFRS-2 1.016<br />

104MWS1 EMULS ASPH MWS-150 1.011<br />

104MWS9 EMULS ASPH MWS-90 1.021<br />

104SS1H EMULS ASPH SS-1H 1.023<br />

05624-01 SUIT-KOTE 102MC70 CUTBACK ASP’T MC-70 0.947<br />

104CRS2 EMULS ASPH CRS-2 0.999<br />

104CSS1 EMULS ASPH CSS-1H 1.017<br />

05631-01 HOLMES SUPPLY-ASPH 102MC70 CUTBACK ASP’T MC-70 0.961<br />

05704-02 MICHIGAN PAV & MATLS 104SS1H EMULS ASPH SS-1H 1.023<br />

05714-01 K-TECH COATINGS 104SS1H EMULS ASPH SS-1H 1.015<br />

06562-01 W.R. MEADOWS/IL 61607 HOT APPL JOINT SEAL -----<br />

08593-01 DEERY/BLACKLINE MATL 61607 HOT APPL JOINT SEAL -----<br />

09742-01 MEREDITH BROS. INC. 104SS1H EMULS ASPH SS-1H 1.026<br />

95801-01 RIGHT/POINTE-DEKALB 61607 HOT APPL JOINT SEAL -----<br />

******************************* END OF REPORT ********************************<br />

~E

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