Table 6 Dynamic modulus results for 5 cm core lengths.
From: Effect of Mixing and Placing in Hot Weather on Hardened Concrete Properties
Core label | Hot/cold | Short label | Mass (g) | Aggregate type | Modulus (Gpa) |
|---|---|---|---|---|---|
US 150 Driveway #1 | Hot | 150D1-TOP | 891.62 | Limestone | 27.6 |
US 150 Driveway #1 | Hot | 150D1-MID | 885.61 | Limestone | 28.32 |
US 150 Driveway #2 | Hot | 150D2-TOP | 841.2 | Limestone | 25.63 |
US 150 Driveway #2 | Hot | 150D2-MID | 875.5 | Limestone | 28.55 |
US 150 Ramp #1 | Cold | 150R1-TOP | 1042.71 | River rock | 39.64 |
US 150 Ramp #1 | Cold | 150R1-MID | 937.46 | River rock | 28.98 |
US 150 Ramp #2 | Cold | 150R2-TOP | 1077.69 | River rock | 38.78 |
US 150 Ramp #2 | Cold | 150R2-MID | 881.15 | River rock | 29.26 |
I-74 Ramp A-1 #1 | Hot | 74R1-TOP | 967.7 | Limestone | 36.95 |
I-74 Ramp A-1 #1 | Hot | 74R1-MID | 789.67 | Limestone | 25.79 |
I-74 Ramp A-1 #2 | Hot | 74R2-TOP | 940.02 | Limestone | 38.11 |
I-74 Ramp A-1 #2* | Hot | n/a | No data | No data | No data |
I-74 Ramp A-1 #3 | Hot | 74R3-TOP | 874.42 | Limestone | 31.2 |
I-74 Ramp A-1 #3 | Hot | 74R3-MID | 864.16 | Limestone | 30.04 |
I-74 Shoulder #1 | Cold | 74S1-TOP | 884.22 | Limestone | 29.75 |
I-74 Shoulder #1 | Cold | 74S1-MID | 800.33 | Limestone | 26.7 |
I-74 Shoulder #2 | Cold | 74S2-TOP | 914.81 | Limestone | 30.35 |
I-74 Shoulder #2 | Cold | 74S2-MID | 854.11 | Limestone | 30.08 |
Cruger Road EB #1 | Hot | CREB1-TOP | 999.05 | River rock | 41.22 |
Cruger Road EB #1 | Hot | CREB1-MID | 866.01 | River rock | 34.58 |
Cruger Road EB #2 | Hot | CREB2-TOP | 977 | River rock | 33.46 |
Cruger Road EB #2 | Hot | CREB2-MID | 873.82 | River rock | 25.68 |
Cruger Road WB #1 | Hot | CRWB1-TOP | 958.18 | River rock | 33.12 |
Cruger Road WB #1 | Hot | CRWB1-MID | 938.33 | River rock | 32.05 |
Cruger Road WB #2 | Hot | CRWB2-TOP | 997.91 | River rock | 35.34 |
Cruger Road WB #2 | Hot | CRWB2-MID | 884.1 | River rock | 34.74 |