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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 # 04281204 Cty NAP Rte 29 PM 5.5/6.7,0.0/0.2 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Darren Isada |
Date Reported: |
09/27/2023 |
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Address: |
TL Number: |
28 - Napa |
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City: |
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Project Name: HMA, RDWY EXCAVATION, STRUCTURAL CONC AND MODIFYING LIGHTING SYSTEMS. |
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Prime Contractor: Ghilloti Construction Co. |
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Sample Taken Date: |
08/16/2023 |
Mix Design: |
SL-3172CG |
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Contractor: Unknown |
Location : NAPA COUNTY NEAR NAPA ON ROUTE 29 FROM 0.7 MILE SOUTH TO 0.5 MILE NORTH OF ROUTE 221 AND ON ROUTE 221 FROM 0.2 MILE NORTH OF ROUTE 29 TO ROUTE 29 |
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Structure unique identifier: 21-0119 |
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Structure name: Napa 29 Bridge Deck |
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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 | 4.02 | 12.69 | 59077 | 4655.0 | 1 |
| 2 | 4.02 | 12.69 | 59090 | 4656.0 | 1 |
| 3 | 4.02 | 12.69 | 64577 | 5088 | 1 |
DIME Test ID: 2023-08-16-60-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4800
Age of specimen: 8 days
Certified By: Spencer Adams
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 | 4.02 | 12.69 | 69012 | 5437.0 | 1 |
| 2 | 4.03 | 12.76 | 71988 | 5644.0 | 1 |
| 3 | 4.02 | 12.69 | 73190 | 5766 | 1 |
DIME Test ID: 2023-08-16-60-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5620
Age of specimen: 21 days
Certified By: Spencer Adams
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 | 4.02 | 12.69 | 75488 | 5948.0 | 1 |
| 2 | 4.04 | 12.82 | 75251 | 5870.0 | 1 |
| 3 | 4.03 | 12.76 | 67092 | 5260 | 1 |
DIME Test ID: 2023-08-16-60-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5690
Age of specimen: 28 days
Certified By: Spencer Adams
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 | 4.02 | 12.69 | 60494 | 4766.0 | 1 |
| 2 | 4.03 | 12.76 | 75867 | 5948.0 | 1 |
| 3 | 4.03 | 12.76 | 79304 | 6217 | 1 |
DIME Test ID: 2023-08-16-60-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5640
Age of specimen: 42 days
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing
