Gavin Newsom, Governor |
DEPARTMENT OF TRANSPORTATIONDIVISION OF ENGINEERING SERVICES MATERIALS ENGINEERING AND TESTING SERVICES Concrete Materials Testing Branch 5900 Folsom Blvd. Sacramento, CA 95819 916-227-7205 |
Contract # 010F3104 Cty DN Rte 101 PM 39.8 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Karen Sanders |
Date Reported: |
04/28/2021 |
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Address: |
TL Number: |
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City: |
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Project Name: REMOVE REINFORCED CONCRETE BOX CULVERT AND CONSTRUCT BRIDGE. |
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Prime Contractor: MCCULLOUGH CONSTRUCTION INC |
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Sample Taken Date: |
03/31/2021 |
Mix Design: |
Ductal JS1000 |
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Contractor: Unknown |
Location : DEL NORTE COUNTY NEAR SMITH RIVER AT DOMINIE CREEK |
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Structure unique identifier: |
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Structure name: UHPC Keyway between box girder K and L |
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Location of Pour: |
The following testing has been tested in accordance with:
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
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1 | 3.00 | 7.07 | 105583 | 14933.9 | 1 |
2 | 3.00 | 7.07 | 122427 | 17316.4 | 1 |
3 | 3.00 | 7.07 | 80759 | 11422.8 | 1 |
4 | 3.00 | 7.07 | 113281 | 16022.8 | 1 |
5 | 3.00 | 7.07 | 126684 | 17918.5 | 1 |
DIME Test ID: 2021-03-31-5-1
Number of specimens: 5
Compressive strength (to nearest 10 psi): 15520
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 4 days
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
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1 | 3.00 | 7.07 | 143263 | 20263.5 | 1 |
2 | 3.00 | 7.07 | 80857 | 11436.6 | 1 |
3 | 3.00 | 7.07 | 123828 | 17514.6 | 1 |
4 | 3.00 | 7.07 | 90922 | 12860.3 | 1 |
5 | 3.00 | 7.07 | 141181 | 19969 | 1 |
DIME Test ID: 2021-03-31-5-2
Number of specimens: 5
Compressive strength (to nearest 10 psi): 16410
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 6 days
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 3.00 | 7.07 | 161730 | 22875.5 | 1 |
2 | 3.01 | 7.12 | 157035 | 22055.5 | 1 |
3 | 2.99 | 7.02 | 155515 | 22153.1 | 1 |
4 | 3.01 | 7.12 | 160007 | 22472.9 | 1 |
5 | 3.00 | 7.07 | 159354 | 22539.5 | 1 |
DIME Test ID: 2021-03-31-5-3
Number of specimens: 5
Compressive strength (to nearest 10 psi): 22420
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 8 days
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Cured in accordance with ASTM C511
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
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1 | 3.00 | 7.07 | 182064 | 25751.6 | 1 |
2 | 3.00 | 7.07 | 184121 | 26042.6 | 1 |
3 | 2.99 | 7.02 | 180714 | 25742.7 | 1 |
4 | 2.99 | 7.02 | 190951 | 27201 | 1 |
5 | 3.00 | 7.07 | 195086 | 27593.5 | 1 |
DIME Test ID: 2021-03-31-5-4
Number of specimens: 5
Compressive strength (to nearest 10 psi): 26470
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing