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 # 656A27520 Cty Rte PM
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 # 656A27520 Cty Rte PM Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Unknown |
Date Reported: |
02/20/2015 |
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Address: |
TL Number: |
82777 |
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City: |
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Project Name: Type 50C Median Barrier Test Section |
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Prime Contractor: Not set |
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Sample Taken Date: |
01/23/2015 |
Mix Design: |
RP060NR5 |
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Contractor: Unknown |
Location : CHP Academy - RSRG Dynamic Test Facility |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: |
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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
Cured in accordance with ASTM C511
| 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 | 28.46 | 6.02 | 3310.2 | 94209 | 1 |
| 2 | 28.56 | 6.03 | 3307.4 | 94458 | 1 |
DIME Test ID: 2015-01-23-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3310
Age of specimen: 7 days
Certified By: She Vang
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| 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 | 28.56 | 6.03 | 4183.1 | 119469 | 1 |
| 2 | 28.46 | 6.02 | 4201.2 | 119567 | 1 |
DIME Test ID: 2015-01-23-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4190
Age of specimen: 14 days
Certified By: She Vang
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| 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 | 28.46 | 6.02 | 4746.8 | 135094 | 1 |
| 2 | 28.56 | 6.03 | 4807.6 | 137305 | 1 |
DIME Test ID: 2015-01-23-1-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4780
Age of specimen: 21 days
Certified By: She Vang
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| 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 | 28.56 | 6.03 | 5029.0 | 143628 | 1 |
| 2 | 28.65 | 6.04 | 5046.8 | 144590 | 1 |
DIME Test ID: 2015-01-23-1-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5040
Age of specimen: 28 days
Certified By: She Vang
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing