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 # 051H4604 Cty MON Rte 1 PM 63.0 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Arashdeep (Art) Pannu |
Date Reported: |
04/11/2022 |
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Address: |
TL Number: |
C683294 |
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City: |
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Project Name: REHAB BRIDGE STRUCTURE AND ELECTROCHEMICAL CHLORIDE EXTRACTION. |
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Prime Contractor: FEC FUTURE CONTRACTORS AND ENGINEERS, INC. |
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Sample Taken Date: |
03/07/2022 |
Mix Design: |
SikaTop 123 Modified |
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Contractor: Unknown |
Location : MONTEREY COUNTY ABOUT 11.3 MILES SOUTH OF CARMEL AT GARRAPATA CREEK BRIDGE |
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Structure unique identifier: |
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Structure name: |
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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 - Sulfur Mortar Cap
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 | 4.03 | 12.76 | 71780 | 5625.4 | 2 |
2 | 4.03 | 12.76 | 73331 | 5746.9 | 2 |
3 | 4.03 | 12.76 | 78965 | 6188.5 | 4 |
DIME Test ID: 2022-03-07-31-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5850
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: Spencer Adams
ASTM C469-14: Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression (Static Modulus of Elasticity)
Specimen | Diameter specimen (in) | Length specimen (in) | Cross sectional area specimen (in^2) | Age specimen (days) | Static Modulus of Elasticity specimen (msi) |
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1 | 4.03 | 8 | 12.7556 | 28 | 4.72 |
2 | 4.03 | 8 | 12.7556 | 28 | 4.78 |
3 | 4.03 | 8 | 12.7556 | 28 | 4.52 |
DIME Test ID: 2022-03-07-31-2
Number of Specimens: 3
Average Static Modulus of Elasticity: 4.6733
Curing and environmental histories: Type 1 100% Humidity Room Cure
Certified By: Spencer Adams
CTM 550-December 2013: Method for Determining the Surface Abrasion Resistance of Concrete Specimens
Abrasion loss in grams |
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15 |
DIME Test ID: 2022-03-07-31-3
Certified By: Spencer Adams
CTM 422-June 2014: Method of Testing Soils and Waters for Chloride Content
Material type | Amount of the analyte in the sample |
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Concrete | 429 |
DIME Test ID: 2022-03-07-31-4
Certified By: Spencer Adams
CTM 417-June 2014: Method of Testing Soils and Waters for Sulfate Content
Material type | Amount of the analyte in the sample |
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Concrete | 953 |
DIME Test ID: 2022-03-07-31-5
Certified By: Spencer Adams
ASTM C469-14: Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression (Static Modulus of Elasticity)
Specimen | Diameter specimen (in) | Length specimen (in) | Cross sectional area specimen (in^2) | Age specimen (days) | Static Modulus of Elasticity specimen (msi) |
---|---|---|---|---|---|
1 | 4.03 | 8 | 12.7556 | 28 | 4.72 |
2 | 4.03 | 8 | 12.7556 | 28 | 4.78 |
3 | 4.03 | 8 | 12.7556 | 28 | 4.52 |
DIME Test ID: 2022-03-07-31-6
Number of Specimens: 3
Average Static Modulus of Elasticity: 4.6733
Curing and environmental histories: Type 1 100% Humidity Room Cure
Certified By: Spencer Adams
Test ID: 2022-03-07-31-6: Test Performed Per CTM 551
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing