5. Using the concrete price quotation shown on Figure 11.2, calculate the full priceof 4000 psi concrete with type I colored cement, 1/2" aggregate, and air entrainment to bedelivered to the site in December: (10 pts)ABC CONCRETE PRODUCTS, INC.PROJECT: XYZ Office Bulding. Townvle.We are pleased to quote you as follows for the supply of ready-mix delivered to the above project:AggregateSizeDeliveredPriceAdditionalfor Type IIIor Type VAdditionalfor 4-6% AlrMixStrength(psi)CementTypeper CYEntrainment$120.00$135.00$140.005150.00$155.00$5.00$5.50$6.50$7.00$7.50300035003/43/4$4.00$6.00$7.00$7.50$8.001.2.400045003.3/43/45.50003/4"The above prices are based on ABC Concrete's standard mix designs.All products are subject to a municipal sales tax of 7%.For 1/2" aggregates add 56.50 per CY to the above prices.For polypropylene fibers add $17.00 for 2 lbs. per CY.For pigments (red, black, tan, or brown) add $5.50 per CY.Calclum Chlorlde (1%):Calcium Chiorlde (2%j:EXTRA CHARGES:$3.00 Per CY56.00 Per CY$12.00 Per CY$3.00 Per CYWinter Heat between November 25 and March 15:Environmental Fee:Solve

Answered: Image /qna-images/answer/ba601416-ec40-4fa2-8aa6-58010dff2c13.jpg

5. Using the concrete price quotation shown on Figure 11.2, calculate the full price of 4000 psi concrete with type I colored cement, 1/2" aggregate, and air entrainment to be delivered to the site in December: (10 pts) ABC CONCRETE PRODUCTS, INC. PROJECT: XYz Ofice Bulding Townvlle. We are pleased to quote you as follows for the supply of ready-mix delivered to tthe above project Delivered Price per CY Additional for Type III or Type V Additional for 4-6% Air Entrainment Mix Strength (psi) Cement Aggregate Size |目 Туре 3000 3500 3/4 3/4" $120.00 $135.00 $140.00 $150.00 $155.00 $5.00 $5.50 $4.00 56.00 $7.00 $7.50 $8.00 1. 2. 56.50 $7.00 $7.50 3. 4000 3/4 4. 4500 3/4 5. 5000 3/4 The above prices are based on ABC Concrete's standard mix designs. All products are subject to a municipal sales tax of 7%. For 1/2" aggregates add $6.50 per CY to the above prices. For polypropylene fibers add $17.00 for 2 lbs. per CY. For pigments (red, black, tan, or brown) add $5.50 per CY. EXTRA CHARGES: Calclum Chiorlde (1%): Calclum Chioride (2%): $3.00 Per CY $6.00 Per CY $12.00 Per CY $3.00 Per CY Winter Heat between November 25 and March 15: Environmental Fee:

5. Using the concrete price quotation shown on Figure 11.2, calculate the full price of 4000 psi concrete with type I colored cement, 1/2" aggregate, and air entrainment to be delivered to the site in December: (10 pts) ABC CONCRETE PRODUCTS, INC. PROJECT: XYz Ofice Bulding Townvlle. We are pleased to quote you as follows for the supply of ready-mix delivered to tthe above project Delivered Price per CY Additional for Type III or Type V Additional for 4-6% Air Entrainment Mix Strength (psi) Cement Aggregate Size |目 Туре 3000 3500 3/4 3/4" $120.00 $135.00 $140.00 $150.00 $155.00 $5.00 $5.50 $4.00 56.00 $7.00 $7.50 $8.00 1. 2. 56.50 $7.00 $7.50 3. 4000 3/4 4. 4500 3/4 5. 5000 3/4 The above prices are based on ABC Concrete's standard mix designs. All products are subject to a municipal sales tax of 7%. For 1/2" aggregates add $6.50 per CY to the above prices. For polypropylene fibers add $17.00 for 2 lbs. per CY. For pigments (red, black, tan, or brown) add $5.50 per CY. EXTRA CHARGES: Calclum Chiorlde (1%): Calclum Chioride (2%): $3.00 Per CY $6.00 Per CY $12.00 Per CY $3.00 Per CY Winter Heat between November 25 and March 15: Environmental Fee:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Q: a) What do you mean by concrete mix design; what are the major factors that must be considered while designing concrete mixes? b) Name various methods used for concrete mix design worldwide? Which method is commonly used Pakistan? SIR, PLS GIVE ME PROPER AND CORRECT ANSWER WITH FULL DETAILS. THANKS
A cement grinding mill "A" with a capacity of 50 tons per hour employs P12,000 per tonforged steel grinding balls with a wear rate of 100 grams per ton of cement processed.Another cement mill of the same capacity, "B," utilizes P50,000 per ton high chromesteel grinding balls with a wear rate of 20 grams per ton of cement processed.Determine the more cost-effective grinding mill, keeping all other factors constant. do not use excel, use formula
Problem: A project you are a part of have a Concrete Pouring schedule on January 30,2022 at 8:00 AM in the morning. On the day of the scheduled pouring, the first transit mixer of fresh concrete arrived on site at exactly 1:35PM. A slump test is then conducted to test the workability of the concrete. You accepted the material as it passed the specification and proceeded with the making of specimen (ASTM C31). At around 2:07 PM, the second mixer arrived. The first transit mixer carries a 3/8" (Aggregate) fresh concrete intended for the 4 columns at Second floor with 900mmx700mm dimension at a concrete pouring height of 2.1m. Meanwhile, the second transit mixer with 3/4" (aggregate) fresh concrete is intended for the pouring of SOG with an area of 38.5 sq.m with slab thickness of 150mm. 12 cylindircal specimens were made for each aggregate size of fresh concrete. Structural Notes: UNLESS NOTED OTHERWISE ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING MINIMUM 28 DAY STRENGTHS:…
(i) A site is using a concrete where the unit content of water, cement, sand and coarse aggregate are 180 kg/m³, 360 kg/m³, 700 kg/m³ and 1210 kg/m³, respectively. For a portion of the work, the engineer permits volume batching and rectangular boxes measuring 40 cm by 50 cm have to be fabricated to measure coarse aggregate. Assume the following: (a) The mixer available will mix concrete with one bag of cement (of 50 kg) at one time. (b) Three boxes of coarse aggregate will be used in a batch. (c) When filled in a normal manner, the void content in the box is 40%. (d) Specific gravity of the coarse aggregate is 2.75. Find the height of the box.
I need the answer as soon as possible
45 1. 2. Given the following two aggregate gradations shown in Table 1. plot individually on a semi-log scale and determine which ASTM C33 size number is appropriate for each. Give the following two aggregate gradations shown in Table 1, determine the best combined aggregate gradation using a 45 power curve. Include a neat, well-organized spreadsheet with at least three possible combinations in addition to the original gradations and state which combination you think is the most well-graded. Table 1. Aggregates for blending Sieve 1 in. % in. ½ in. 3/8 in. #4 #8 # 16 # 30 # 50 # 100 Percent Passing 100 80 60 80 40 60 20 40 20 0 Percent Passing 100 Aggregate 1 (% passing) 0 100 100 68 41 6 3.0 2.3 2.1 2.0 1.9 Aggregate 2 (% passing) 100 100 100 100 99 93 76 2 3 Sieve Size Raised to 0.45 Power Figure 1. Basis of 0.45 Power Chart (Source: Asphalt Institute SP-2) 45 14 1 Example: 4.75 mm sieve plots at (4.75) 0.45 = 2.02 OREK) ۹:۰۰ م | 0.5ك.ب/تا max size -maximum density graciation 0 0 075…
The labour unit cost of hand trimming referring to the crew calculations is: O $45.97/m2 O $40.38/m2 $17.94/m2 O None of the above QUESTION 12 The labour unit cost of hand trimming referring to the man-hour calculations is: O $45.97/m2 O $42.57/m2 $18.03/m2 None of the above QUESTION 13 The man hour productivity rate for cast in place concrete is: O 1.09 mh/m3 O 0.78 mh/m3 O 0.89 mh/m3 None of the above
what does it imply if my final setting time for hydraulic cement by vicat needle is 140 minutes and my final setting time is 250 minutes? then what is the essenc of determining the setting time for hydraulic cement in construction?
I want this please
provide a complete answer
I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala
Question 2A. Mr. Dovlo, the project Manager for Berock construction is arguingabout a discrepancy in the Drawings and the BOQ on a grade of concrete for a slab.i. In the Bill of quantities, the concrete grade is C20ii. Drawings or designs, the concrete grade is C25 Which of these two takes precedent over the other and why?