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 # 044K8504 Cty MRN Rte 1 PM 22.8, 22.80 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Steve Russell |
Date Reported: |
06/06/2018 |
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Address: |
TL Number: |
Unknown |
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City: |
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Project Name: Giacomini Creek Bridge, Construct sheet pile wall, replace culvert |
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Prime Contractor: Valentine Corp. |
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Sample Taken Date: |
05/09/2018 |
Mix Design: |
4700 |
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Contractor: Unknown |
Location : ROUTE 1, AT POSTMILE 22.8, NEAR BOLINAS, AT 0.52 MILES NORTH OF HORSESHOE HILL RD., MARIN COUNTY SLIPOUT, CONSTRUCT SOLDIER PILE WALL |
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Structure unique identifier: 27 0122 |
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Structure name: Giacomini Gulch Bridge |
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Location of Pour: pile 4 Abutment 1 |
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 | 0.00 | 0 | 0 | 0.0 | 1 |
2 | 0.00 | 0 | 0 | 0.0 | 1 |
DIME Test ID: 2018-05-09-9-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 0
Comment on any defect in either specimen or caps (Max 250 Characters): cylinders not able to test. they were laid down while wet .have a flat spot along side
Age of specimen: 28 days
Certified By: Mike Mullins
Test ID: 2018-05-09-9-1: cylinders not able to test. they were laid down while wet .have a flat spot along side
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing