28 BULLETIN 373, V. S. DEPARTMENT OF AGEICULTTJEE. 



Sand. — The saud for use as flue aggregate in all concrete or dry mortar 

 shall be composed of particles of hard, durable stone and not more than three 

 (3) per cent, by weight, of clay or silt. No clay, however, will be permitted 

 if it occm'S as a coating on the sand grains. The grains shall be of such sizes 

 that all will pass a one-fourth (i) inch mesh screen, that not more than 

 twenty (20) per cent will pass a Ko. 50 sieve, and that not more than sixty 

 (60) per cent nor less than twenty (20) per cent will be retained on a No. 20 

 sieve. The sand shall be of such quality that a mortar made in the propor- 

 tion of one (1) part of cement to three (3) parts of the sand, according to 

 standard methods, when tested at any age not exceeding twenty -eight (28) 

 days, will have a tensile strength of at least one hundred (100) per cent of 

 that developed in mortar of the same proportions made of the same cement 

 and standard Ottawa sand. The cement used in these tests shall be from an 

 accepted shipment of that proposed for use with the sand. 



The sand for sand bedding shall be composed of particles of hard, durable 

 stone and not more than five (5) per cent, by weight, of clay, loam, or silt. 

 The sizes of the grains shall be such that all will pass a one-fourth (1) inch 

 mesh screen and not more than fifty (50) per cent will pass a No. 30 sieve. 

 Stone screenings will not be accepted for use in the sand bedding. 



The sand for the grout filler shall be composed of quartz grains and not 

 more than one (1) per cent, by weight, of clay or silt. The grains shall be of 

 such size that all will pass a No. 20 sieve and that not more than forty (40) 

 per cent will pass a No. 50 sieve. The sand shall be of such quality that a mor- 

 tar made in the proportion of one (1) part of -cement to three (3) parts of the 

 sand, according to standard methods, when tested at any age not exceeding 

 twenty-eight (28) days, will have a tensile strength of not less than seventy- 

 five (75) per cent of that developed in mortar of the same proportions made of 

 the same cement and standard Ottawa sand. The cement used in these tests 

 shall be from an accepted shipment of that proposed for use with the sand. 



Gravel. — The gi-avel for use in the concrete base shall be composed of hard, 

 sound, durable particles of stone and not more than three (3) per cent, by 

 weight, of clay or silt. No clay, however, will be permitted if it occurs as a 

 coating on the particles of stone or as lumps more than one (1) inch in diame- 

 ter. The particles of stone shall be graded in size between those retained on a 

 screen having circular openings one-fourth (i) inch in diameter, or a one- 

 fourth (i) inch mesh screen, and those passing a screen having circular open- 

 ings two (2) inches in diameter. Not more than seventy-five (75) per cent 

 of the particles shall p^iss and not more than seventy-five (75) per cent shall 

 be retained on a screen having circular openings three-fourths (f) inch in 

 diameter. 



The gravel for use in the concrete curbs shall be composed of hard, sound, 

 durable particles of stone, thoroughly clean and graded in size between those 

 retained on a screen having circular openings one-fourth (|) inch in diameter, 

 or a one-fourth (i) inch mesh screen, and those passing a screen having cir- 

 cular openings one (1) inch in diameter. Not less than forty (40) per cent 

 shall be retained on and not less than twenty (20) per cent shall pass a one- 

 half (*) inch mesh screen. 



Crushed stone. — The crushed stone for use in the concrete base shall be clean, 

 sound, and durable, and shall be composed of all that part of the product of the 

 crusher which is I'etained on a screen having circular openings one-fourth (J) 

 inch in diameter, or a one-fourth (J) inch mesh screen, and which passes a 

 screen having circular openings two (2) inches in diameter. A sample of the 

 stone, when subjected to the physical tests as described in the United States 



