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 # 04235624 Cty SCL Rte 101 PM 52.0/52.6,0.0/0.6 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Fernando Abela |
Date Reported: |
01/28/2016 |
|
Address: |
TL Number: |
02 |
||
City: |
||||
Project Name: BRIDGE REPLACEMENT |
||||
Prime Contractor: GHILOTTI BROS / RM HARRIS JV |
||||
Sample Taken Date: |
10/13/2015 |
Mix Design: |
D101C5E1 |
|
Contractor: Unknown |
Location: SANTA CLARA AND SAN MATEO COUNTIES IN PALO ALTO AND EAST PALO ALTO FROM OREGON EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF UNIVERSITY AVENUE OVERCROSSING |
|||
Structure unique identifier: Unknown |
||||
Structure name: Unknown |
||||
Location of Pour: Unknown |
The following testing has been tested in accordance with:
ASTM C143-15a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Slump |
---|
4 |
DIME Test ID: 2015-10-13-2-1
Certified By: YANNAING TUN
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 | 6.02 | 28.46 | 111147 | 3905.4 | 1 |
2 | 6.02 | 28.46 | 108387 | 3808.4 | 1 |
DIME Test ID: 2015-10-13-2-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3860
Age of specimen: 6 days
Certified By: Larry McCrum
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 | 6.01 | 28.37 | 146332 | 5158.0 | 1 |
2 | 6.00 | 28.27 | 142364 | 5035.9 | 1 |
DIME Test ID: 2015-10-13-2-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5100
Age of specimen: 14 days
Certified By: Mike Mullins
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 | 6.01 | 28.37 | 171745 | 6053.8 | 1 |
2 | 6.00 | 28.27 | 176137 | 6230.5 | 1 |
DIME Test ID: 2015-10-13-2-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6140
Age of specimen: 28 days
Certified By: Larry McCrum
Test ID: 2015-10-13-2-1: Bridge Deck, Stage 2
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing