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https://www.codot.gov/business/designsupport/cdot-construction-specifications/2005-construction-specs/2005book/sec601-609.pdf
then Class P concrete shall contain a minimum of 55 percent AASHTO M 43 sizes No. 57, No. 67, No. 357, or No. 467 coarse aggregate. Laboratory trial mix for Class P concrete must produce an average 28 day flexural strength of at least 650 psi. Class P concrete shall contain 70 percent to …
http://www.ce.memphis.edu/1101/notes/concrete/PCA_manual/Chap17.pdf
High-early compressive strength ASTM C 39 (AASHTO T 22) 20 to 28 MPa (3000 to 4000 psi) at 3 to 12 hours or 1 to 3 days High-early flexural strength ASTM C 78 (AASHTO T 97) 2 to 4 MPa (300 to 600 psi) at 3 to 12 hours or 1 to 3 days Abrasion resistance ASTM C 944 0 to 1 mm depth of wear Low permeability ASTM C 1202 (AASHTO T 277) 500 to 2000 coulombs
https://www.concrete.org/committees/getagendaminutes.aspx?DocID=58128
o If the specification has a maximum w/c of 0.45, you should see 28 day strengths averaging 4500 psi. Half of the tests will be below 4500 and half will be above 4500 psi, indicating that the producer and contractor supplied and placed concrete with a w/c around 0.45. Through test data I have seen, 4500 psi can be achieved with 3500 pound
https://www.fdot.gov/docs/default-source/roadway/ds/15/ser/AbbreviationsAndSymbols.pdf
C & G Curb And Gutter C.C. Crash Cushion C.I.P., C-I-P Cast In Place CA Coarse Aggregate CAP Corrugated Aluminum Pipe Cap. Capacity Caps. Capital Letters CASP Corrugated Aluminized Steel Pipe CATV Cable Television CB Catch Basin CBC Concrete Box Culvert CBS Concrete Box Structure CC, C/C or C to C Center to Center CCEW Center to Center Each Way
https://theconstructor.org/concrete/concrete-curing-time-duration/11119/
🕑 Reading time: 1 minute Curing of cement concrete is defined as the process of maintaining the moisture and temperature conditions of concrete for hydration reaction to normally so that concrete develops hardened properties over time. The main components which need to be taken care of are moisture, heat, and time during the curing process. […]
https://www.candmprecast.com/
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https://www.cemexusa.com/products-and-services/cement/product-specifications/type-n-s-m-masonry-cement-and-mortar
TABLE 2 Physical Properties of Masonry Cements (ASTM C-91) Masonry Cement Type : N: S: M: Fineness, residue on a 45-um (No. 325) sieve max., 35%: 24: 24: 24: Autoloclave expansion max., % 1.0: 1.0: 1.0: Time of setting Initial set, min., hr. Final set, min., hr. 2 24: 1-1/2 24: 1-1/2 24: Compressive strength (avg. of 3 cubes), min. 7 days, psi (MPa)
https://www.yelp.com/biz/c-and-m-precast-concrete-kerrville
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https://openjicareport.jica.go.jp/pdf/12113353_02.pdf
405(1)c Structural Concrete Class P 38Mpa for Coping 34,652.00 cu.m. 16,687.08 405(1)d Structural Concrete Class AA 28Mpa for Diaphragm 2,301.00 cu.m. 18,354.30
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