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 # 04264724 Cty MRN Rte 101 PM R20.8/27.1
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 # 04264724 Cty MRN Rte 101 PM R20.8/27.1 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Fabio La Serna |
Date Reported: |
05/19/2023 |
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Address: |
TL Number: |
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City: |
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Project Name: CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
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Prime Contractor: GHILOTTI CONSTRUCTION CO. INC. (RILEY GENAZZI & JOSH SERAFINO) |
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Sample Taken Date: |
03/06/2023 |
Mix Design: |
3728LV-SRA-Fibers |
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Contractor: Unknown |
Location: MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
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Structure unique identifier: 27-0092L |
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Structure name: Olive Ave UC - Widen SB |
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Location of Pour: OAUC Deck Closure Pour |
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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
| 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 | 47186 | 3736.0 | 1 |
| 2 | 4.00 | 12.57 | 43767 | 3483.0 | 1 |
| 3 | 4.01 | 12.63 | 51020 | 4040 | 1 |
DIME Test ID: 2023-03-06-6-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3750
Age of specimen: 7 days
Certified By: Spencer Adams
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 | 12.63 | 4.01 | 6277.0 | 79268 | 1 |
| 2 | 12.63 | 4.01 | 5442.0 | 68723 | 1 |
| 3 | 12.69 | 4.02 | 6322 | 80241 | 1 |
DIME Test ID: 2023-03-06-6-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6010
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
| 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 | 89489 | 7086.0 | 1 |
| 2 | 4.01 | 12.63 | 94425 | 7477.0 | 1 |
| 3 | 4.02 | 12.69 | 104125 | 8204 | 1 |
DIME Test ID: 2023-03-06-6-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 7590
Age of specimen: 28 days
Certified By: Spencer Adams
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
| 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 | 12.63 | 4.01 | 6277.0 | 79268 | 1 |
| 2 | 12.63 | 4.01 | 5442.0 | 68723 | 1 |
| 3 | 12.69 | 4.02 | 6322 | 80241 | 1 |
DIME Test ID: 2023-03-06-6-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6010
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 14 days
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing