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 # 034H6904 Cty SAC Rte 12 PM 0-0.4/26.3-26.4, 0.0-0.4/26.3-26.4 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Masoud Saed |
Date Reported: |
11/25/2020 |
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Address: |
TL Number: |
000001 |
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City: |
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Project Name: Major Damage Restoration (Emergency Opening) |
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Prime Contractor: Golden State Bridge, Inc. |
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Sample Taken Date: |
10/28/2020 |
Mix Design: |
00000 |
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Contractor: Unknown |
Location: |
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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 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 | 5.98 | 12.13 | 28.0862 | 1 | 1.95 |
2 | 5.97 | 12.25 | 27.9923 | 1 | 2.11 |
3 | 5.98 | 12.21 | 28.0862 | 1 | 1.9 |
DIME Test ID: 2020-10-28-3-5
Number of Specimens: 3
Average Static Modulus of Elasticity: 1.9867
Curing and environmental histories: 4hr mold
Certified By: Mike Mullins
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 | 5.98 | 12.24 | 28.0862 | 28 | 2.2 |
2 | 5.99 | 12.09 | 28.1802 | 28 | 2.07 |
3 | 5.98 | 12.08 | 28.0862 | 28 | 2.18 |
DIME Test ID: 2020-10-28-3-6
Number of Specimens: 3
Average Static Modulus of Elasticity: 2.15
Curing and environmental histories:
Certified By: Larry McCrum
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 | 5.98 | 28.09 | 120455 | 4289.0 | 1 |
2 | 5.98 | 28.09 | 113557 | 4043.0 | 1 |
DIME Test ID: 2020-10-28-3-7
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4170
Age of specimen in hours: 6
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 | 5.98 | 28.09 | 119200 | 4244.0 | 4 |
2 | 5.98 | 28.09 | 125169 | 4457.0 | 2 |
DIME Test ID: 2020-10-28-3-8
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4350
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 | 5.97 | 27.99 | 133562 | 4771.0 | 4 |
2 | 5.98 | 28.09 | 136089 | 4845.0 | 4 |
DIME Test ID: 2020-10-28-3-9
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4810
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 | 5.98 | 28.09 | 148432 | 5285.0 | 4 |
2 | 5.99 | 28.18 | 139280 | 4942.0 | 4 |
DIME Test ID: 2020-10-28-3-11
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5110
Age of specimen: 28 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
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 | 5.97 | 27.99 | 145466 | 5197.0 | 1 |
2 | 5.99 | 28.18 | 142374 | 5052.0 | 1 |
DIME Test ID: 2020-10-28-3-12
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5120
Age of specimen: 21 days
Certified By: Larry McCrum
Test ID: 2020-10-28-3-5: 6 hr MOE
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing