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 # 040K5204 Cty SON Rte 12 PM 11.0/T17.4
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 # 040K5204 Cty SON Rte 12 PM 11.0/T17.4 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Cody Van Beek |
Date Reported: |
07/11/2024 |
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Address: |
TL Number: |
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City: |
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Project Name: Overlay with RHMA, replace guardrails, approach slabs and signs. |
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Prime Contractor: FBD VANGUARD CONSTRUCTION, INC. (TOM SWISHER) |
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Sample Taken Date: |
06/13/2024 |
Mix Design: |
B6386 |
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Contractor: Unknown |
Location : Construction on State Highway in Sonoma County from Llano Road to Farmers Lane. |
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Structure unique identifier: |
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Structure name: |
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Location of Pour: |
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The following testing has been tested in accordance with:
ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
| Temperature |
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| 61 |
DIME Test ID: 2024-06-13-74-2
Certified By: Lauren Lau
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 |
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| 1 | 4.00 | 12.57 | 56693 | 4512.0 | 1 |
| 2 | 4.02 | 12.69 | 61451 | 4842.0 | 1 |
| 3 | 4.01 | 12.63 | 61308 | 4854 | 1 |
DIME Test ID: 2024-06-13-74-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4740
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 | 4.01 | 12.63 | 59115 | 4681.0 | 1 |
| 2 | 3.99 | 12.5 | 59063 | 4724.0 | 1 |
| 3 | 4.01 | 12.63 | 58692 | 4647 | 1 |
DIME Test ID: 2024-06-13-74-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4680
Age of specimen: 28 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