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 # 041X3204 Cty SON Rte 1 PM 38.58
Vendor #
|
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 # 041X3204 Cty SON Rte 1 PM 38.58 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Harley Paulo |
Date Reported: |
06/27/2024 |
|
|
Address: |
TL Number: |
|
||
|
City: |
||||
|
Project Name: Construct soldier pile wall, repair east side slide w/ concrete canvass, reconstruct roadway, reconstruct metal beam guardrail, pavement delineation, install structural shotcrete, stain concrete/shotcrete, install cable railing, and install erosions contr |
||||
|
Prime Contractor: O.C. Jones & Sons Inc. (Renan Modesto) |
||||
|
Sample Taken Date: |
05/30/2024 |
Mix Design: |
72203043F |
|
|
Contractor: Unknown |
Location : Ocean Cove (North) Emergency Wall at Walsh Landing |
|||
|
Structure unique identifier: |
||||
|
Structure name: Ocean Cove Emergency Wall |
||||
|
Location of Pour: Soldier Pile 7&9 |
||||
The following testing has been tested in accordance with:
ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
| Temperature |
|---|
| 77 |
DIME Test ID: 2024-05-30-4-1
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 |
|---|---|---|---|---|---|
| 1 | 4.01 | 12.63 | 78701 | 6232.0 | 1 |
| 2 | 4.00 | 12.57 | 77181 | 6142.0 | 1 |
| 3 | 4.01 | 12.63 | 78904 | 6248 | 2 |
DIME Test ID: 2024-05-30-4-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6210
Age of specimen: 14 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 | 4.00 | 12.57 | 87625 | 6973.0 | 1 |
| 2 | 4.01 | 12.63 | 91050 | 7209.0 | 1 |
| 3 | 4.00 | 12.57 | 84340 | 6712 | 1 |
DIME Test ID: 2024-05-30-4-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6960
Age of specimen: 28 days
Certified By: Spencer Adams
Test ID: 2024-05-30-4-1: Air Temp. 67F
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing