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 # 044S7804 Cty MRN Rte 1 PM 24.7
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 # 044S7804 Cty MRN Rte 1 PM 24.7 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Steve Russell |
Date Reported: |
08/24/2018 |
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Address: |
TL Number: |
Unknown |
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City: |
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Project Name: REPLACE EXISTING CULVERTS WITH 36' REINFORCED CONCRETE SLAB BRIDGE. |
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Prime Contractor: BRIDGEWAY CIVIL CONSTRUCTORS, INC. |
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Sample Taken Date: |
07/27/2018 |
Mix Design: |
3172GG-F-SRA |
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Contractor: Unknown |
Location : MARIN COUNTY NEAR OLEMA AT 1.8 MILES SOUTH OF SIR FRANCIS DRAKE BOULEVARD |
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Structure unique identifier: Unknown |
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Structure name: Olema |
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Location of Pour: Abut 1 |
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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 | 6.04 | 28.65 | 122272 | 4267.8 | 1 |
| 2 | 6.02 | 28.46 | 122576 | 4307.0 | 1 |
DIME Test ID: 2018-07-27-8-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4290
Age of specimen: 10 days
Certified By: Larry McCrum
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 | 6.00 | 28.27 | 132289 | 4679.5 | 1 |
| 2 | 6.01 | 28.37 | 132615 | 4674.5 | 1 |
DIME Test ID: 2018-07-27-8-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4680
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 11 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 | 6.03 | 28.56 | 160277 | 5611.9 | 1 |
| 2 | 6.02 | 28.46 | 157298 | 5527.0 | 1 |
DIME Test ID: 2018-07-27-8-6
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5570
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 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