Table 3 Dynamic modulus results for 10 cm core lengths.
From: Effect of Mixing and Placing in Hot Weather on Hardened Concrete Properties
Core label | Hot/cold | Short label | Mass (g) | Diameter (cm) | Aggregate type | Modulus (Gpa) |
|---|---|---|---|---|---|---|
US 150 Driveway #1 | Hot | 150D | 1824 | 10.03 | Limestone | 31.57 |
US 150 Driveway #2 | Hot | 150D2 | 1762 | 10.03 | Limestone | 27.99 |
US 150 Ramp #1 | Cold | 150R1 | 2030 | 10.03 | River rock | 36.00 |
US 150 Ramp #2 | Cold | 150R2 | 2009 | 10.03 | River rock | 35.25 |
I-74 Ramp A-1 #1 | Hot | 74R1 | 1805 | 10.03 | Limestone | 31.13 |
I-74 Ramp A-1 #2 | Hot | 74R2 | 1516 | 10.03 | Limestone | 31.06 |
I-74 Ramp A-1 #3 | Hot | 74R3 | 1788 | 10.03 | Limestone | 32.49 |
I-74 Shoulder #1 | Cold | 74S1 | 1733 | 10.03 | Limestone | 30.44 |
I-74 Shoulder #2 | Cold | 74S2 | 1817 | 10.03 | Limestone | 33.09 |
Cruger Road EB #1 | Hot | CREB1 | 1914 | 10.03 | River rock | 36.80 |
Cruger Road EB #1 | Hot | CREB2 | 1902 | 10.03 | River rock | 39.96 |
Cruger Road WB #2 | Hot | CRWB1 | 1947 | 10.03 | River rock | 39.98 |
Cruger Road WB #2 | Hot | CRWB2 | 1934 | 10.03 | River rock | 42.12 |