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 # 030F3104 Cty ED Rte 49 PM 23.6/24.5 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jeff Hamm |
Date Reported: |
11/15/2017 |
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Address: |
TL Number: |
188833 |
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City: |
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Project Name: REPLACE BRIDGE. |
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Prime Contractor: M.C.M. CONSTRUCTION, INC. |
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Sample Taken Date: |
09/20/2017 |
Mix Design: |
sr850cfsto |
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Contractor: Unknown |
Location: EL DORADO COUNTY NEAR COLOMA FROM 0.1 MILE EAST OF MARSHALL ROAD TO 0.3 MILE EAST OF LOTUS ROAD |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
The following testing has been tested in accordance with:
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 28.37 | 6.01 | 3868.6 | 109753 | 1 |
2 | 28.37 | 6.01 | 3901.4 | 110684 | 1 |
DIME Test ID: 2017-09-20-5-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3890
Age of specimen: 8 days
Certified By: Mike Mullins
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 28.37 | 6.01 | 5636.3 | 159902 | 1 |
2 | 28.37 | 6.01 | 5581.5 | 158346 | 1 |
DIME Test ID: 2017-09-20-5-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5610
Age of specimen: 56 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
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 | 6.02 | 28.46 | 137942 | 4846.9 | 1 |
2 | 6.02 | 28.46 | 143978 | 5059.0 | 1 |
DIME Test ID: 2017-09-20-5-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4950
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
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 | 6.01 | 28.37 | 137593 | 4849.9 | 1 |
2 | 6.02 | 28.46 | 135414 | 4758.0 | 1 |
DIME Test ID: 2017-09-20-5-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4800
Age of specimen: 21 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
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 | 6.01 | 28.37 | 124628 | 4393.0 | 1 |
2 | 6.01 | 28.37 | 125616 | 4427.8 | 1 |
DIME Test ID: 2017-09-20-5-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4410
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
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 | 6.01 | 28.37 | 120573 | 4250.0 | 1 |
2 | 6.02 | 28.46 | 120877 | 4247.3 | 1 |
DIME Test ID: 2017-09-20-5-6
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4250
Age of specimen: 12 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 | 6.01 | 28.37 | 102333 | 3607.1 | 1 |
2 | 6.01 | 28.37 | 107123 | 3775.9 | 1 |
DIME Test ID: 2017-09-20-5-7
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3690
Age of specimen: 7 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
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 | 5.99 | 28.18 | 95427 | 3386.3 | 1 |
2 | 5.99 | 28.18 | 92765 | 3291.9 | 1 |
DIME Test ID: 2017-09-20-5-8
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3340
Age of specimen: 5 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing