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Iowa 175 Test Road
Iowa 175, west of the town of Ellsworth, is a test road with sections
containing portland cement concrete, and concrete panels containing partial
cement replacement by Class C or Class F fly ash. These pavements,
constructed about 1981, have performed very well and exhibit no evidence of
vibrator trails. This location was of interest as these concretes appear to
be in excellent condition, yet are slightly older than those exhibiting
problems, and used similar materials, including fly ashes. The materials and
properties of the specimens taken from Iowa 175 were provided by the Iowa
Department of Transportation and are given in table three.
| Table 3. Iowa 175, West of Ellsworth, Iowa: Materials and
Properties [28] |
| Cement: | Type I, |
| | 2.16 % SO3, |
| | 0.35 % equivalent alkali |
| |
| Coarse Aggregate: | Alden (Weaver) Limestone, open
quarry, |
| | 1.5 % freeze-thaw loss, 2.7 % absorption, |
| | LA Abr. 40 % loss, durability factor 79 |
| |
| Fine Aggregate: | Ames sand |
| Admixtures: | AEA |
| Fly Ash: | Class C, 15 % replacement of cement |
| | 1.65 % SO3, |
| | 1.46 % equivalent alkali, |
| | 0.20 % loss on ignition |
| |
| Concrete Batch Mass / m3 (IDOT A-3 Mix) |
| Cement |
278 kg |
0.49 w/s |
Slump: 90 mm to30 mm, avg. 50 mm |
| Water | 161 |
| Air: 7.8 % to 5.4 %, avg. 6.6 % |
| Fly Ash | 49 |
| |
| C. Agg. | 973 |
| Slipform paver - spreader used |
| F. Agg. | 844 | |
Temperature: 32 to 7 (º C), |
| | | |
no precipitation, clear |
| WR | 0 |
|
Mix Characteristics: no reported problems |
| AEA no value provided |
27.1 MPa compressive
strength |
| |
| Cores: |
|
| No. |
Mile Post |
Location |
Vibrator Trail |
Designation |
Condition/Comments |
| 2 |
224+95 |
Joint |
|
2j |
Excellent Condition |
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