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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 # 034F6504 Cty YOL Rte 50 PM 0.0/2.5,4.1/R11.4 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Mirak Mehari |
Date Reported: |
08/18/2025 |
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Address: |
TL Number: |
132747 |
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City: |
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Project Name: CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS. |
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Prime Contractor: Flat-Iron Teichert A Joint Venture |
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Sample Taken Date: |
07/03/2025 |
Mix Design: |
1619686 |
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Contractor: Unknown |
Location : YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING |
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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 C39-21 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap
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 | 64490 | 5130.0 | 3 |
| 2 | 4.00 | 12.57 | 60730 | 4830.0 | 1 |
| 3 | 4.00 | 12.57 | 60920 | 4850 | 3 |
DIME Test ID: 2025-07-03-12-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4940
Comment on any defect in either specimen or caps (Max 250 Characters):
Certified By: Phillip Montes
ASTM C39-21 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap
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 | 4.00 | 12.57 | 72720 | 5790.0 | 3 |
| 2 | 4.00 | 12.57 | 69170 | 5500.0 | 3 |
| 3 | 4.00 | 12.57 | 69340 | 5520 | 1 |
DIME Test ID: 2025-07-03-12-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5600
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 18 days
Certified By: Phillip Montes
ASTM C39-21 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap
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 | 4.00 | 12.57 | 74310 | 5910.0 | 3 |
| 2 | 4.00 | 12.57 | 80900 | 6440.0 | 1 |
| 3 | 4.00 | 12.57 | 76540 | 6090 | 3 |
DIME Test ID: 2025-07-03-12-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6150
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 42 days
Certified By: Phillip Montes
Test ID: 2025-07-03-12-1: Apparent mass of submerged cylinder not measured.
Test ID: 2025-07-03-12-2: Apparent mass not measured.
Test ID: 2025-07-03-12-3: Apparent mass not measured.
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing
