{"id":1610,"date":"2023-11-24T11:51:58","date_gmt":"2023-11-24T06:21:58","guid":{"rendered":"https:\/\/engdept.nc.gov.lk\/?page_id=1610"},"modified":"2024-01-01T16:02:10","modified_gmt":"2024-01-01T10:32:10","slug":"%e0%b6%ad%e0%b6%ad%e0%b7%8a%e0%b6%ad%e0%b7%8a%e0%b7%80-%e0%b6%b4%e0%b7%8f%e0%b6%bd%e0%b6%b1-%e0%b6%92%e0%b6%9a%e0%b6%9a%e0%b6%ba","status":"publish","type":"page","link":"https:\/\/engdept.nc.gov.lk\/en\/%e0%b6%ad%e0%b6%ad%e0%b7%8a%e0%b6%ad%e0%b7%8a%e0%b7%80-%e0%b6%b4%e0%b7%8f%e0%b6%bd%e0%b6%b1-%e0%b6%92%e0%b6%9a%e0%b6%9a%e0%b6%ba\/","title":{"rendered":"Quality Control Unit"},"content":{"rendered":"
\n\t\t\t\t
\n\t\t\t\t\t
\n\t\t
\n\t\t\t\t
\n\t\t\t\t
\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\"\"\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
\n\t\t\t\t
\n\t\t\t\t
\n\t\t\t\t\t\t\t\t\t

Eng. B.A.N.Jayalath<\/strong><\/span><\/p>

Director (Quality Control)<\/p>

Director's Office<\/p>

Provincial Engineering Department<\/p>

North Central Province<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

\n\t\t\t\t\t
\n\t\t\t\t
\n\t\t\t\t
\n\t\t\t\t\t\t\t\t\t

Quality Control Unit<\/span> <\/strong><\/p>

In order to confirm the quality of the engineering works carried out in the North Central Province, the Kekirawa Construction Materials Laboratory has been established in the Provincial Engineering Department. This unit checks the condition of the raw materials (soil, sand, stone, cement, iron, aluminum...) used in the construction industry, and checks their condition during and after construction. At present, it is possible to perform the following tests in accordance with various standards.<\/p>

TESTING<\/u><\/strong><\/p>

1.<\/p><\/td>

Partical size distribution (Earth)<\/p><\/td><\/tr>

2.<\/p><\/td>

Partical size distribution (Metal, Sand, ABC)<\/p><\/td><\/tr>

3.<\/p><\/td>

Field density test<\/p><\/td><\/tr>

4.<\/p><\/td>

Consistency limits (LL,PL)<\/p><\/td><\/tr>

5.<\/p><\/td>

Standard proctor compaction test<\/p><\/td><\/tr>

6.<\/p><\/td>

Modified proctor compaction test<\/p><\/td><\/tr>

7.<\/p><\/td>

California Bearing Ratio test<\/p><\/td><\/tr>

8.<\/p><\/td>

Compressive strength of interlock blocks<\/p><\/td><\/tr>

9.<\/p><\/td>

Concrete cube test (Casted by laboratory staff)<\/p><\/td><\/tr>

10.<\/p><\/td>

Concrete cube test (Casted by Consultant or Contractor)<\/p><\/td><\/tr>

11.<\/p><\/td>

Compressive strength of cement blocks-without capping<\/p><\/td><\/tr>

12.<\/p><\/td>

Rebound hammer test(NDT)(for 0.09m2 area)<\/p><\/td><\/tr>

13.<\/p><\/td>

Measurement of pipes & steel bars (per sample)<\/p><\/td><\/tr>

14.<\/p><\/td>

Aggregate impact value<\/p><\/td><\/tr>

15.<\/p><\/td>

Aggregate crushing value<\/p><\/td><\/tr>

16.<\/p><\/td>

Los Angeles Abrasion value<\/p><\/td><\/tr>

17.<\/p><\/td>

Flakiness index (Including sieve analysis test)<\/p><\/td><\/tr>

18.<\/p><\/td>

Elongation index (Including sieve analysis test)<\/p><\/td><\/tr>

19.<\/p><\/td>

Compressive strength of bricks<\/p><\/td><\/tr>

20.<\/p><\/td>

Dimension & water absorption of bricks<\/p><\/td><\/tr>

21.<\/p><\/td>

Detailed Sectional\u00a0 Thickness of Zink Aluminum Sheet<\/p><\/td><\/tr><\/tbody><\/table>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"

\u0d89\u0d82\u0da2\u0dd2. \u0db6\u0dd2.\u0d92.\u0d91\u0db1\u0dca.\u0da2\u0dba\u0dbd\u0dad\u0dca \u0d85\u0db0\u0dca\u200d\u0dba\u0d9a\u0dca\u0dc2 (\u0dad\u0dad\u0dca\u0dad\u0dca\u0dc0 \u0db4\u0dcf\u0dbd\u0db1) \u0d85\u0db0\u0dca\u200d\u0dba\u0d9a\u0dca\u0dc2 \u0d9a\u0dcf\u0dbb\u0dca\u0dba\u0dcf\u0dbd\u0dba \u0db4\u0dc5\u0dcf\u0dad\u0dca \u0d89\u0d82\u0da2\u0dd2\u0db1\u0dda\u0dbb\u0dd4 \u0daf\u0dd9\u0db4\u0dcf\u0dbb\u0dca\u0dad\u0db8\u0dda\u0db1\u0dca\u0dad\u0dd4\u0dc0 \u0d8b\u0dad\u0dd4\u0dbb\u0dd4 … <\/p>","protected":false},"author":2,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_themeisle_gutenberg_block_has_review":false,"footnotes":""},"class_list":["post-1610","page","type-page","status-publish","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/engdept.nc.gov.lk\/en\/wp-json\/wp\/v2\/pages\/1610","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/engdept.nc.gov.lk\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/engdept.nc.gov.lk\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/engdept.nc.gov.lk\/en\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/engdept.nc.gov.lk\/en\/wp-json\/wp\/v2\/comments?post=1610"}],"version-history":[{"count":22,"href":"https:\/\/engdept.nc.gov.lk\/en\/wp-json\/wp\/v2\/pages\/1610\/revisions"}],"predecessor-version":[{"id":2137,"href":"https:\/\/engdept.nc.gov.lk\/en\/wp-json\/wp\/v2\/pages\/1610\/revisions\/2137"}],"wp:attachment":[{"href":"https:\/\/engdept.nc.gov.lk\/en\/wp-json\/wp\/v2\/media?parent=1610"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}