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 # 044G8204 Cty MRN Rte 101 PM 10.6/10.8
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 # 044G8204 Cty MRN Rte 101 PM 10.6/10.8 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Dawit Habteselassie |
Date Reported: |
05/05/2021 |
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Address: |
TL Number: |
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City: |
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Project Name: REPLACE SAN RAFAEL HARBOR BRIDGE (ABC) |
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Prime Contractor: Gordon N. Ball |
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Sample Taken Date: |
03/24/2021 |
Mix Design: |
3172SFA |
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Contractor: Unknown |
Location: MARIN COUTY, IN SAN RAFAEL, FROM ROUTE 101 NORTHBOUND OFF-RAMP TO 2ND STREET |
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Structure unique identifier: |
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Structure name: 27-0123S temp |
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Location of Pour: CIDH Piles |
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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
| 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 | 4.00 | 12.57 | 75250 | 5988.0 | 1 |
| 2 | 4.00 | 12.57 | 69756 | 5551.0 | 1 |
| 3 | 4.00 | 12.57 | 74062 | 5894 | 1 |
DIME Test ID: 2021-03-24-12-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5810
Age of specimen: 14 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
| 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 | 4.00 | 12.57 | 96902 | 7711.0 | 1 |
| 2 | 4.00 | 12.57 | 98448 | 7834.0 | 1 |
| 3 | 4.00 | 12.57 | 97131 | 7729 | 1 |
DIME Test ID: 2021-03-24-12-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 7760
Age of specimen: 28 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
| 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 | 4.00 | 12.57 | 103916 | 8269.0 | 1 |
| 2 | 4.00 | 12.57 | 105764 | 8416.0 | 1 |
| 3 | 4.01 | 12.63 | 104181 | 8249 | 1 |
DIME Test ID: 2021-03-24-12-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 8310
Age of specimen: 42 days
Certified By: Mike Mullins
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing