Research Article

Properties of Concrete with Tire Derived Aggregate Partially Replacing Coarse Aggregates

Table 1

Mix proportions for various concrete batches prepared for testing compressive strength to determine amount of TDA to be used.

Component, lb (kg)Batch number
123456789101112

Cement92.5
(42)
92.5
(42)
92.5
(42)
92.5
(42)
92.5
(42)
92.5
(42)
92.5
(42)
92.5
(42)
92.5
(42)
92.5
(42)
92.5
(42)
92.5
(42)

Silica fume18.5
(8.4)
18.5
(8.4)
18.5
(8.4)
18.5
(8.4)

Rock (coarse aggregates)393.6
(179)
326.7
(148)
354.3
(161)
354.3
(161)
354.3
(161)
354.3
(161)
354.3
(161)
354.3
(161)
364.1
(165)
364.1
(165)
364.1
(165)

Sand (fine aggregates)259.2
(118)
259.2
(118)
259.2
(118)
259.2
(118)
259.2
(118)
259.2
(118)
259.2
(118)
259.2
(118)
259.2
(118)
259.2
(118)
259.2
(118)
259.2
(118)

Water51.2
(23)
51.2
(23)
51.2
(23)
51.2
(23)
51.2
(23)
51.2
(23)
51.2
(23)
51.2
(23)
51.2
(23)
51.2
(23)
51.2
(23)
51.2
(23)

TDA118.8
(54)
24.3
(11)
14.3
(6.5)
14.3
(6.5)
14.3
(6.5)
14.3
(6.5)
14.3
(6.5)
14.3
(6.5)
10.3
(4.8)
10.3
(4.8)
10.3
(4.8)

2-part epoxy

NaOH

Total796
(361)
522
(237)
754
(342)
771
(350)
771
(350)
771
(350)
771
(350)
771
(350)
790
(358)
796
(361)
796
(361)
777
(352)