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 # 100S1104 Cty SJ Rte 4 PM Var
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 # 100S1104 Cty SJ Rte 4 PM Var Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Harminder Deol |
Date Reported: |
08/27/2015 |
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Address: |
TL Number: |
79711 |
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City: |
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Project Name: SR-4 FREEWAY EXTENSION |
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Prime Contractor: BROSAMER & WALL, INC. |
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Sample Taken Date: |
07/02/2015 |
Mix Design: |
628452R7 |
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Contractor: Unknown |
Location: IN SAN JOAQUIN COUNTY |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
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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
| 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 | 3365.7 | 95486 | 1 |
| 2 | 28.37 | 6.01 | 3241.7 | 91967 | 1 |
DIME Test ID: 2015-07-02-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3300
Age of specimen: 7 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 | 28.09 | 5.98 | 3743.4 | 105153 | 1 |
| 2 | 27.99 | 5.97 | 3694.6 | 103411 | 1 |
DIME Test ID: 2015-07-02-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3720
Age of specimen: 11 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 | 27.99 | 5.97 | 3949.6 | 110549 | 1 |
| 2 | 27.99 | 5.97 | 3954.3 | 110680 | 1 |
DIME Test ID: 2015-07-02-1-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3950
Age of specimen: 14 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 | 27.99 | 5.97 | 4410.4 | 123448 | 1 |
| 2 | 28.18 | 5.99 | 4577.6 | 128997 | 1 |
DIME Test ID: 2015-07-02-1-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4490
Age of specimen: 28 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 | 28.18 | 5.99 | 4702.9 | 132528 | 1 |
| 2 | 27.99 | 5.97 | 4906.4 | 137330 | 1 |
DIME Test ID: 2015-07-02-1-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4800
Age of specimen: 42 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 | 27.99 | 5.97 | 5145.6 | 144026 | 1 |
| 2 | 27.99 | 5.97 | 4774.6 | 133640 | 1 |
DIME Test ID: 2015-07-02-1-6
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4960
Age of specimen: 56 days
Certified By: Mike Mullins
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing