![]() |
![]() |
![]() |
|||||||||
Effective Date: October 15, 2007
LIST
OF SOURCES CHECKED UNDER ARTICLE 700.3.2 OF THE 1980 CONSTRUCTION MANUAL
FOR
QUALITY CONTROL OF COMMERCIAL SOURCES. NOTE
3.
The following sources are approved for limited application
use only. See qualifying statement on the test
report to determine which
applications are not suitable for this material.
|
Source |
Company |
Producing Site | Type Material |
Report |
| B219A | Boxley Aggregates (Beckley Plant) |
Beckley, WV | C. Agg-Sandst. |
1376497 |
| F. Agg-Sandst. |
1376498 |
|||
| S044D | Shelly Materials (Ironton Plant) |
Haver Hill, OH | C.Agg-Gravel |
1375142 |
| I017C | Tube City (IMS) | Mingo Junction, OH | C. Agg-BOF Slag |
1376673 |
| R0130 | Shelly Materials (Richard And Sons) |
Apple Grove, OH | C. Agg-Gravel |
1375140 |
Aggregate from the above named companies and producing sites have been sampled and tested in compliance
with the 1980 Construction Manual. Said tests have been evaluated with respect to the Standard Specifications
2000 and the sources are identified as supplying materials which have been found to meet the requirements of
said specs, exceptions noted above. Additional sources and/or types of material will be sampled and tested as
outlined above and corresponding evaluations will be supplied as an addendum to this report. If District and/or
Contractor personnel want additional sources evaluated, a request for pretest service should be made to the
Materials Control, Soils and Testing Division (MCS&T Division). When the type and source of material which
has current approval is used on a State job, District personnel should request coverage for same in the usual
manner but a complete description of material source and quality check lab number must be provided.
Note 1 : Sources sampled and tested this quarter and assigned new
Approval Numbers.
Note 2 : Fine aggregate/Silica Sand from and/or about the James River has demonstrated under both field and lab conditions a marked tendency to increase the mix water demands of portland cement concrete, and to cause more than the normal amount of air. This effect is associated with the shape of the fine aggregate particles. Therefore, considerable caution should be exercised when this material is used in portland cement concrete.
Note 3 : Because of the additional qualifications required for Item 402, hot laid bituminous concrete skid resistant pavement, this list of sources and the corresponding report numbers may not be used for approval of any quantities of said item unless otherwise noted. Notification of acceptable and potential skid resistant aggregate sources and means of evaluation are contained in the "List of Potential Skid Resistant Sources and Ratings" issued March 11, 2002
![]() |
![]() |
||
|
West Virginia Department
of Transportation
Division of Highways - Materials Control, Soils and Testing Division 190 Dry Branch Rd Charleston, WV 25306-6616 Phone: (304)558-3160 Fax: (304)558-0253 General information and/or questions, please email dot.info@wv.gov |