Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214590 DEA: 043G4744 EFIS: 0412000074
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN,MRN-580-6.9/7.8,0.0/2.5
Work Description: CLEAN AND PAINT STRUCTURAL STEEL BRIDGE.
Location Description: CONTRA COSTA AND MARIN COUNTIES IN RICHMOND AND SAN RAFAEL FROM 0.8 MILE WEST OF TOLL PLAZA TO 0.1 MILE EAST OF MAIN STREET
Contractor Name: Allied Painting, INC.
Contractor Address: 4 Larwin Road, Cherry Hill, NJ08034
Resident Engineer: Behzad Halali Structure Rep.: William Sommer
DIME Sample ID: 2022-04-04-17
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/04/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/05/2022
The quantity of what the sample constitutes: 3 - 4x8 cylinders
A brief description of the sample: 3 - 4x8" Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Field
The concrete mix design number: 1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Field
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-04-04-17-1
Test Method: ASTM C39-10: 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
Verified Date: 06/25/2024
Date Tested: 04/07/2022
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut,
Organization City: vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: (916) 639-4315
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.5 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
6580 psi
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
3.99 in
|
|
Compressive strength of cylinder 1
|
6394.2 psi
|
|
Compressive strength of cylinder 2
|
6879.2 psi
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Compressive strength of cylinder 3
|
6454.3 psi
|
|
Maximum load on cylinder 1
|
80375 lb
|
|
Maximum load on cylinder 2
|
85990 lb
|
|
Maximum load on cylinder 3
|
81130 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
4
|
|
Type of fracture pattern of cylinder 3
|
4
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
2 days
|
