Type n mortar mix ratio
[DOC File]SECTION 04911
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Jun 07, 2017 · After backpacking mortar has attained initial set, redampen remaining 5/8 inch depth of joints, fill with Modified Type N pointing mortar, and finish joints to match existing adjoining joints. 1. Where joint sealant is required, backpack the joints tightly out to a uniform depth of 1/4 inch.
6 - PCI
Retain paragraph below if mortar setting clay product unit joints before placing precast concrete mixture. Sand-Cement Mortar: Portland cement, ASTM C 150, Type I, and clean, natural sand, ASTM C 144. Mix at ratio of 1 part cement to 4 parts sand, by volume, with minimum water required for placement.
Concrete for minor structures - USDA
The compressive strength of the concrete mix shall be a minimum of 4,500 psi at 28 days. The water cement ratio shall be no greater than 0.5 by weight, unless noted otherwise on construction drawings.
Construction Specification 14—Pressure Grouting
The equipment shall be capable of mixing and pumping grout having a mix ratio, by volume, of one part water, one part cement, and two parts bulk filler, such as sand or fly ash. Mixers— Unless otherwise specified, mixers shall be high speed colloidal type and capable of thoroughly mixing water, cement, and bulk fillers to produce a grout of ...
[DOC File]SPI-Section 902- Portland Cement Concrete and Related …
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When slag cement is used, the minimum cement factor and water/cement ratio will be determined on the basis of the combined weight of the portland cement and slag cement. 902.04BLENDED HYDRAULIC CEMENT. M 240 Type IP containing 15 to 25 percent Fly Ash by weight of cement or Type 1S containing 25 to 50 percent slag cement by weight of cement.
[DOCX File]PART 1 GENERAL - Fairborn Cement Company
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Consequently, mortar-aggregate ratio testing per ASTM C780, which can take as little as four hours, may be more useful for evaluating mortar consistency. Observation of mortar mixing, to verify proper proportioning, is the best evaluator of mortar consistency and quality.
[DOC File]SECTION 033000 - CAST-IN-PLACE CONCRETE
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Patching Mortar: Mix dry-pack patching mortar, consisting of 1 part portland cement to 2-1/2 parts fine aggregate passing a No. 16 (1.18-mm) sieve, using only enough water for handling and placing. Insert provision for testing repair technique on a mockup or surface to …
[DOC File]SECTION 042200 - CONCRETE UNIT MASONRY
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Mix Designs: For each type of mortar[ and grout]. ... [Type S] [Type N]. For mortar parge coats, use [Type S] [or] [Type N]. ... TMS 402/602 (formerly ACI 530) requires verification of compliance of proportions for site-prepared mortar. Mortar aggregate ratio test in "Mortar Aggregate Ratio Test (Proportion Specification)" Paragraph below ...
[DOCX File]Microsoft Word - Sec_04100_CA_MortarAndGrout.doc
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Submit mix designs and samples to the Architect for approval prior to delivering materials to the site or commencing the work in this section [in accordance with Section 01300]. Mortar Mix Design: Furnish in accordance with ASTM C270. Grout Mix Design: Furnished by either the supplier of grout or an independent testing laboratory.
[DOC File]DIVISION 10.1 - MATERIALS
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Hydrated lime shall meet ASTM C207 for Type N. 1040-7 MORTAR SAND. Mortar sand shall meet Article 1014-1, except it shall meet the gradation requirements for No. 4S sand shown in Table 1005-2. 1040-8 WATER. Water shall meet Article 1024-4. 1040-9 MORTAR. Proportion mortar used in all brick and block masonry by volume as shown below.
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