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 # 034F0704 Cty SAC Rte 50 PM 17.1
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 # 034F0704 Cty SAC Rte 50 PM 17.1 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Joseph Estepa |
Date Reported: |
11/17/2015 |
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Address: |
TL Number: |
Unknown |
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City: |
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Project Name: WIDEN STRUCTURE, EXTEND WEAVE LANE, AND ADD RAMP METERING. |
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Prime Contractor: DE SILVA GATES CONSTRUCTION |
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Sample Taken Date: |
10/20/2015 |
Mix Design: |
F850AFST0 |
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Contractor: Unknown |
Location : SACRAMENTO COUNTY AT NATOMA OVERHEAD |
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Structure unique identifier: 24 0120 |
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Structure name: Natoma OH |
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Location of Pour: Bridge Deck |
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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 | 5.98 | 28.09 | 143901 | 5122.9 | 1 |
| 2 | 5.98 | 28.09 | 139817 | 4977.5 | 1 |
DIME Test ID: 2015-10-20-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5050
Age of specimen: 7 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 | 5.97 | 27.99 | 142250 | 5082.2 | 1 |
| 2 | 5.96 | 27.9 | 147423 | 5284.0 | 1 |
DIME Test ID: 2015-10-20-1-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5180
Age of specimen: 8 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
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 | 5.96 | 27.9 | 141777 | 5081.6 | 1 |
| 2 | 5.96 | 27.9 | 141653 | 5077.2 | 1 |
DIME Test ID: 2015-10-20-1-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5080
Age of specimen: 9 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 | 6.00 | 28.27 | 146833 | 5194.0 | 1 |
| 2 | 5.99 | 28.18 | 153383 | 5443.0 | 1 |
DIME Test ID: 2015-10-20-1-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5320
Age of specimen: 10 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 | 5.96 | 27.9 | 168131 | 6026.2 | 1 |
| 2 | 5.98 | 28.09 | 167496 | 5962.8 | 1 |
DIME Test ID: 2015-10-20-1-6
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5990
Age of specimen: 14 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 | 5.99 | 28.18 | 160409 | 5692.3 | 1 |
| 2 | 6.02 | 28.46 | 172749 | 6069.9 | 1 |
DIME Test ID: 2015-10-20-1-7
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5880
Age of specimen: 21 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 | 5.95 | 27.81 | 180487 | 6490.0 | 1 |
| 2 | 5.96 | 27.9 | 174759 | 6263.8 | 1 |
DIME Test ID: 2015-10-20-1-8
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6380
Age of specimen: 28 days
Certified By: Timothy O'Malley
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing