|
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 # 034H5814 Cty SAC Rte 5 PM 27.6/29.5,30.4/34.3 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Hani Eissa |
Date Reported: |
07/08/2024 |
|
|
Address: |
TL Number: |
|
||
|
City: |
||||
|
Project Name: ROADWAY EXCAVATION, PLACE CL2 AB, HMA & RHMA, & MODIFY RAMP METERS. |
||||
|
Prime Contractor: DeSILVA GATES CONSTRUCTION |
||||
|
Sample Taken Date: |
06/10/2024 |
Mix Design: |
1626827 |
|
|
Contractor: Unknown |
Location : SACRAMENTO COUNTY IN AND NEAR SACRAMENTO FROM 0.5 MILES SOUTH OF ARENA BOULEVARD OVERCROSSING TO 0.4 MILES SOUTH OF 99/5 INTERCHANGE AND FROM 0.5 MILES NORTH OF THE 99/5 INTERCHANGE TO 0.4 MILE SOUTH OF THE YOLO COUNTY LINE |
|||
|
Structure unique identifier: |
||||
|
Structure name: ASN-4 |
||||
|
Location of Pour: CIDH Sign Foundation |
||||
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
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 | 3.99 | 12.5 | 80487 | 6437.0 | 4 |
| 2 | 4.01 | 12.63 | 105465 | 8351.0 | 1 |
| 3 | 4.01 | 12.63 | 94504 | 7483 | 1 |
DIME Test ID: 2024-06-10-63-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 7420
Age of specimen: 28 days
Certified By: Spencer Adams
Test ID: 2024-06-10-63-1: 100+ Day; concrete truck had to come back around to get in.
Test ID: 2024-06-10-63-2: CIDH Wet Hole Mix
|
*Subject to final inspection by the Resident Engineer. |
|
TL- Report of Laboratory Testing
