2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
703.02 703.02 Aggregate for Portland Cement Concrete. A. Fine Aggregate. 1. Provide fine aggregate consisting of natural sand or sand manufactured from stone. 2. Sieve analysis. Sieve Size Total Percent Passing 3/8 inch (9.5 mm) 100 No. 4 (4.75 mm) 95 to 100 No. 8 (2.36 mm) 70 to 100 No. 16 (1.18 mm) 38 to 80 No. 30 (600 µm) 18 to 60 No. 50 (300 µm) 5 to 30 No. 100 (150 µm) 0 to 10 No. 200 (75 µm) 0 to 5 Should the fineness modulus of a job control sample of sand from any source vary by more than 0.20 percent from that of the representative sample from that source, the sand may be rejected. 3. Physical properties. Maximum Loss, sodium sulfate soundness test Item 305 12 % Items 255, 256, 451, 452, 511, 515, 519, 526, 10 % 602, 603, 604, 608, 609, 610, 622, and 625 Aggregations of soil, silt, etc. by weight 0.5 % When tested for the effect of organic impurities on strength of mortar, ensure that the compressive strength at 3 and 7 days of mortar made with untreated sand is not less than 95 percent of the compressive strength of mortar made with treated sand. Provide fine aggregate for Items 255, 256, 451, 452, 526, and 511 deck slabs with at least 25 percent siliceous particles as determined by the acid insoluble residue test [ASTM D3042]. Ensure material has been tested and results are on file at the Laboratory. For sources not tested and on file at the laboratory, submit certified test data from an AMRL accredited independent laboratory verifying the minimum 25 percent. B. Coarse Aggregate. 1. Provide coarse aggregate consisting of washed gravel, CCS, or crushed ACBFS. 672
2. Physical properties. Percent of wear, Los Angeles test, maximum 40 % (CCS or washed gravel) Unit weight, compacted, minimum (slag) 70 lb/ft 3 (1120 kg/m 3 ) Loss, sodium sulfate soundness test, maximum: Item 305 15 % Items 255, 256, 451, 452, 511, 519, 526, 602, 12 % 603, 604, 609, 610, 622, and 625 Item 515 10 % Deleterious substances shall not exceed the following: Percent by Weight Super- All Other Material Type Structure Concrete Soft pieces 2.0 3.0 Coal and lignite 0.25 1.0 Clay lumps 0.25 0.25 Pieces having a length greater than 5 times the average thickness 15 15 Shale and shaly material 0.5 1.0 Limonitic concretions 0.5 1.0 Alkali 0.5 1.0 Metallic particles 0.5 1.0 Chert, that disintegrates in 5 cycles of the soundness test 0.5 1.0 673 703.03 3. Amount passing the No. 200 (75 µm) sieve. Ensure that the percent by weight of material passing the No. 200 (75 µm) sieve in the aggregate portion of the concrete mix does not exceed the following: Percent by Weight Super- All Other Material Type Structure Concrete CCS and crushed ACBFS 3.4 3.8 Washed gravel 2.0 2.2 703.03 Fine Aggregate for Mortar or Grout. A. Provide fine aggregate consisting of natural sand or sand manufactured from stone or ACBFS.
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2. Physical properties.<br />
Percent <strong>of</strong> wear, Los Angeles test, maximum 40 %<br />
(CCS or washed gravel)<br />
Unit weight, compacted, minimum (slag) 70 lb/ft 3<br />
(1120 kg/m 3 )<br />
Loss, sodium sulfate soundness test, maximum:<br />
Item 305 15 %<br />
Items 255, 256, 451, 452, 511, 519, 526, 602, 12 %<br />
603, 604, 609, 610, 622, <strong>and</strong> 625<br />
Item 515 10 %<br />
Deleterious substances shall not exceed the following:<br />
Percent by Weight<br />
Super- All Other<br />
<strong>Material</strong> Type<br />
Structure Concrete<br />
S<strong>of</strong>t pieces 2.0 3.0<br />
Coal <strong>and</strong> lignite 0.25 1.0<br />
Clay lumps 0.25 0.25<br />
Pieces having a length greater than<br />
5 times the average thickness<br />
15 15<br />
Shale <strong>and</strong> shaly material 0.5 1.0<br />
Limonitic concretions 0.5 1.0<br />
Alkali 0.5 1.0<br />
Metallic particles 0.5 1.0<br />
Chert, that disintegrates in 5 cycles<br />
<strong>of</strong> the soundness test<br />
0.5 1.0<br />
673<br />
703.03<br />
3. Amount passing the No. 200 (75 µm) sieve. Ensure that the percent by<br />
weight <strong>of</strong> material passing the No. 200 (75 µm) sieve in the aggregate portion <strong>of</strong><br />
the concrete mix does not exceed the following:<br />
Percent by Weight<br />
Super- All Other<br />
<strong>Material</strong> Type<br />
Structure Concrete<br />
CCS <strong>and</strong> crushed ACBFS 3.4 3.8<br />
Washed gravel 2.0 2.2<br />
703.03 Fine Aggregate for Mortar or Grout.<br />
A. Provide fine aggregate consisting <strong>of</strong> natural s<strong>and</strong> or s<strong>and</strong> manufactured from<br />
stone or ACBFS.