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 # 020E0904 Cty SHA Rte 5 PM R29.3/R31.1,R45.0/R45.8 Vendor # |
REPORT OF LABORATORY TESTING |
||||
Resident Engineer: |
Nathan Alexander |
Date Reported: |
09/05/2018 |
|
Address: |
TL Number: |
168804 |
||
City: |
||||
Project Name: REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT |
||||
Prime Contractor: GOLDEN STATE BRIDGE, INC. |
||||
Sample Taken Date: |
07/11/2018 |
Mix Design: |
900-317-P620 |
|
Contractor: Unknown |
Location: IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE. |
|||
Structure unique identifier: Unknown |
||||
Structure name: Unknown |
||||
Location of Pour: Unknown |
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
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 | 6.03 | 28.56 | 87249 | 3054.9 | 1 |
2 | 6.04 | 28.65 | 81980 | 2861.4 | 1 |
DIME Test ID: 2018-07-11-4-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2960
Age of specimen: 2 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 | 134794 | 4751.3 | 1 |
2 | 6.01 | 28.37 | 133128 | 4692.6 | 1 |
DIME Test ID: 2018-07-11-4-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4720
Age of specimen: 7 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 | 151097 | 5325.9 | 1 |
2 | 6.01 | 28.37 | 142580 | 5025.7 | 2 |
DIME Test ID: 2018-07-11-4-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5180
Age of specimen: 9 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 | 164392 | 5794.6 | 1 |
2 | 6.02 | 28.46 | 161447 | 5672.8 | 4 |
DIME Test ID: 2018-07-11-4-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5730
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 | 6.02 | 28.46 | 172813 | 6072.1 | 1 |
2 | 6.02 | 28.46 | 166989 | 5867.5 | 1 |
DIME Test ID: 2018-07-11-4-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5970
Age of specimen: 21 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 | 6.02 | 28.46 | 178755 | 6280.9 | 4 |
2 | 6.01 | 28.37 | 180149 | 6350.0 | 1 |
DIME Test ID: 2018-07-11-4-6
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6320
Age of specimen: 28 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 | 6.03 | 28.56 | 184574 | 6462.7 | 4 |
2 | 6.02 | 28.46 | 196373 | 6900.0 | 4 |
DIME Test ID: 2018-07-11-4-7
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6680
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 42 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 | 6.02 | 28.46 | 193272 | 6791.0 | 1 |
2 | 6.01 | 28.37 | 199252 | 7023.3 | 1 |
DIME Test ID: 2018-07-11-4-8
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6910
Age of specimen: 56 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing