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 # 034J4304 Cty UNKNOWN Rte PM
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 # 034J4304 Cty UNKNOWN Rte PM Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Spencer Adams |
Date Reported: |
05/04/2026 |
|
|
Address: |
TL Number: |
115102 |
||
|
City: |
||||
|
Project Name: Building Construction |
||||
|
Prime Contractor: Dawood Kavosh |
||||
|
Sample Taken Date: |
04/29/2026 |
Mix Design: |
D673A |
|
|
Contractor: Unknown |
Location : KYBURZ MAINTENANCE STATION AT 13561 HIGHWAY 50 |
|||
|
Structure unique identifier: |
||||
|
Structure name: Structural Slab Repair |
||||
|
Location of Pour: |
||||
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 |
|---|---|---|---|---|---|
| 1 | 4.00 | 12.57 | 14176 | 1130.0 | 2 |
| 2 | 4.00 | 12.57 | 14040 | 1120.0 | 2 |
| 3 | 4.00 | 12.57 | 14440 | 1150 | 2 |
DIME Test ID: 2026-04-29-54-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 1130
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 2 days
Certified By: Spencer Adams
|
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing