DEPARTMENT OF TRANSPORTATION
DIVISION OF ENGINEERING SERVICES
MATERIALS ENGINEERING AND TESTING SERVICES
Concrete Materials Testing Branch
5900 Folsom Blvd.
Sacramento, CA 95819
916-227-7205
Contract # 044G4504 Cty SOL Rte 780 PM 7.07
Vendor #
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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 # 044G4504 Cty SOL Rte 780 PM 7.07 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jolie Schneider |
Date Reported: |
09/27/2017 |
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Address: |
TL Number: |
Unknown |
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City: |
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Project Name: REPLACE BRIDGE TO PROVIDE STANDARD VERTICAL CLEARANCE |
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Prime Contractor: R N R CONSTRUCTION, INC. |
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Sample Taken Date: |
08/30/2017 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location : LAUREL STREET OC |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: UHPC Grout for Bent Cap to Column |
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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 |
|---|---|---|---|---|---|
| 1 | 3.03 | 7.21 | 75655 | 10493.1 | 1 |
| 2 | 3.02 | 7.16 | 80154 | 11194.7 | 1 |
| 3 | 3.02 | 7.16 | 78499 | 10963.5 | 1 |
DIME Test ID: 2017-08-30-2-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 10880
Age of specimen: 2 days
Certified By: Bang Nguyen
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 | 3.01 | 7.12 | 105025 | 14750.7 | 1 |
| 2 | 3.01 | 7.12 | 109682 | 15404.8 | 1 |
| 3 | 3.01 | 7.12 | 114099 | 16025.1 | 1 |
DIME Test ID: 2017-08-30-2-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 15390
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 | 3.01 | 7.12 | 135771 | 19069.0 | 1 |
| 2 | 3.02 | 7.16 | 135701 | 18952.7 | 1 |
| 3 | 3.02 | 7.16 | 134554 | 18792.5 | 1 |
DIME Test ID: 2017-08-30-2-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 18940
Age of specimen: 14 days
Certified By: Bang Nguyen
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 | 3.02 | 7.16 | 166350 | 23233.2 | 1 |
| 2 | 3.02 | 7.16 | 165098 | 23058.4 | 1 |
| 3 | 3.02 | 7.16 | 172987 | 24160.2 | 1 |
DIME Test ID: 2017-08-30-2-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 23480
Age of specimen: 28 days
Certified By: Bang Nguyen
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 | 3.01 | 7.12 | 132386 | 18593.5 | 1 |
| 2 | 3.01 | 7.12 | 138377 | 19435.0 | 1 |
| 3 | 3.01 | 7.12 | 143922 | 20213.8 | 1 |
DIME Test ID: 2017-08-30-2-5
Number of specimens: 3
Compressive strength (to nearest 10 psi): 19410
Age of specimen: 13 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 | 3.01 | 7.12 | 132386 | 18593.5 | 1 |
| 2 | 3.01 | 7.12 | 138377 | 19435.0 | 1 |
| 3 | 1.00 | 7.12 | 143922 | 19720 | 1 |
DIME Test ID: 2017-08-30-2-6
Number of specimens: 3
Compressive strength (to nearest 10 psi): 19260
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 13 days
Certified By: Mike Mullins
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing