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 # 030H3424 Cty SAC Rte 99 PM 22.6 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Howard Giang |
Date Reported: |
06/09/2021 |
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Address: |
TL Number: |
969223 |
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City: |
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Project Name: REPLACE BRIDGE DECK WITH PRESTRESSED CONCRETE BOX GIRDER. |
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Prime Contractor: BRIDGEWAY CIVIL CONSTRUCTORS, INC. |
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Sample Taken Date: |
04/14/2021 |
Mix Design: |
Ductal JS1000 |
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Contractor: Unknown |
Location: SACRAMENTO COUNTY IN SACRAMENTO AT 21ST AVENUE UNDERCROSSING |
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Structure unique identifier: |
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Structure name: UHPC Box Girder Keyway |
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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
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 | 47412 | 6706.1 | 1 |
2 | 3.00 | 7.07 | 46337 | 6554.0 | 1 |
3 | 3.00 | 7.07 | 47237 | 6681.3 | 1 |
4 | 3.00 | 7.07 | 43995 | 6222.8 | 1 |
5 | 3.00 | 7.07 | 48188 | 6815.8 | 1 |
DIME Test ID: 2021-04-14-3-1
Number of specimens: 5
Compressive strength (to nearest 10 psi): 6600
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 1 day
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
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 | 54414 | 7696.5 | 1 |
2 | 3.00 | 7.07 | 57877 | 8186.3 | 1 |
3 | 3.00 | 7.07 | 68094 | 9631.4 | 1 |
4 | 3.00 | 7.07 | 63619 | 8998.4 | 1 |
5 | 3.00 | 7.07 | 58393 | 8259.3 | 1 |
DIME Test ID: 2021-04-14-3-2
Number of specimens: 5
Compressive strength (to nearest 10 psi): 8550
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 1 day
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
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 | 77027 | 10894.9 | 1 |
2 | 3.00 | 7.07 | 76220 | 10780.8 | 1 |
3 | 3.00 | 7.07 | 74042 | 10472.7 | 1 |
4 | 3.00 | 7.07 | 75612 | 10694.8 | 1 |
5 | 3.00 | 7.07 | 77372 | 10943.7 | 1 |
DIME Test ID: 2021-04-14-3-3
Number of specimens: 5
Compressive strength (to nearest 10 psi): 10760
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 1 day
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
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 | 83284 | 11779.9 | 1 |
2 | 3.00 | 7.07 | 86870 | 12287.1 | 1 |
3 | 3.00 | 7.07 | 82513 | 11670.9 | 1 |
4 | 3.00 | 7.07 | 83450 | 11803.4 | 1 |
5 | 3.00 | 7.07 | 86218 | 12194.9 | 1 |
DIME Test ID: 2021-04-14-3-4
Number of specimens: 5
Compressive strength (to nearest 10 psi): 11950
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 1 day
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
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 | 89439 | 12650.5 | 1 |
2 | 3.00 | 7.07 | 94719 | 13397.3 | 1 |
3 | 3.00 | 7.07 | 96606 | 13664.2 | 1 |
4 | 3.00 | 7.07 | 91877 | 12995.3 | 1 |
5 | 3.00 | 7.07 | 97815 | 13835.2 | 1 |
DIME Test ID: 2021-04-14-3-5
Number of specimens: 5
Compressive strength (to nearest 10 psi): 13310
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 1 day
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
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 | 102315 | 14471.7 | 1 |
2 | 3.00 | 7.07 | 102098 | 14441.0 | 1 |
3 | 3.00 | 7.07 | 102594 | 14511.2 | 1 |
4 | 3.00 | 7.07 | 97292 | 13761.2 | 1 |
5 | 3.00 | 7.07 | 97011 | 13721.5 | 1 |
DIME Test ID: 2021-04-14-3-6
Number of specimens: 5
Compressive strength (to nearest 10 psi): 14180
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 1 day
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
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 | 105912 | 14980.5 | 1 |
2 | 3.00 | 7.07 | 100289 | 14185.1 | 1 |
3 | 3.00 | 7.07 | 102424 | 14487.1 | 1 |
4 | 3.00 | 7.07 | 97274 | 13758.7 | 1 |
5 | 3.00 | 7.07 | 93699 | 13253 | 1 |
DIME Test ID: 2021-04-14-3-7
Number of specimens: 5
Compressive strength (to nearest 10 psi): 14130
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 1 day
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C39 - Ground End
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 | 156071 | 22075.1 | 1 |
2 | 3.00 | 7.07 | 149575 | 21156.3 | 1 |
3 | 3.00 | 7.07 | 153109 | 21656.2 | 1 |
4 | 3.00 | 7.07 | 162490 | 22983 | 1 |
5 | 3.00 | 7.07 | 162818 | 23029.4 | 1 |
DIME Test ID: 2021-04-14-3-8
Number of specimens: 5
Compressive strength (to nearest 10 psi): 22180
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 56 days
Certified By: Spencer Adams
Test ID: 2021-04-14-3-1: 10 Hour Break
Test ID: 2021-04-14-3-2: 12 Hour Break
Test ID: 2021-04-14-3-3: 14 Hour Break
Test ID: 2021-04-14-3-4: 16 Hour Break
Test ID: 2021-04-14-3-5: 18 Hour Break
Test ID: 2021-04-14-3-6: 20 Hour Break
Test ID: 2021-04-14-3-7: 24 Hour Break
Test ID: 2021-04-14-3-8: 56 Day Break
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing