Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994591 DEA: 081J6704 EFIS: 0818000090
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-9.4/16.3
Work Description: MINOR CONCRETE, MODIFYING SIGNAL AND LIGHTING SYSTEMS, HMA AND JPCP.
Location Description: RIVERSIDE COUNTY IN MURRIETA AND WILDOMAR AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF MURRIETA HOT SPRINGS ROAD OVERCROSSING TO BUNDY CANYON ROAD UNDERCROSSING.
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Mike Bergevin Structure Rep.: Unknown
DIME Sample ID: 2024-03-07-21
TL Number from the TL Form: 1062-3
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 03/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/08/2024
The quantity of what the sample constitutes: 3
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1062-3
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Short Load Concrete Inc.
The concrete mix design number: CTS-65-EHI
The truck number from where the sample was collected: Not Provided
The batch plant ticket number from where the sample was collected: Not Provided
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: I15 Clinton Keith NB Off Ramp
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-03-07-21-1
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
Verified Date: 03/20/2024
Date Tested: 03/17/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
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
|
28.18 in^2
|
Cross sectional area of cylinder 2
|
28.09 in^2
|
Cross sectional area of cylinder 3
|
28.18 in^2
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
Compressive strength (to nearest 10 psi)
|
6350 psi
|
Average diameter of cylinder 1
|
5.99 in
|
Average diameter of cylinder 2
|
5.98 in
|
Compressive strength of cylinder 1
|
6288.9 psi
|
Compressive strength of cylinder 2
|
6266.8 psi
|
Average diameter of cylinder 3
|
5.99 in
|
Compressive strength of cylinder 3
|
6493.4 psi
|
Maximum load on cylinder 1
|
177220 lb
|
Maximum load on cylinder 2
|
176035 lb
|
Maximum load on cylinder 3
|
182985 lb
|
Type of fracture pattern of cylinder 1
|
2
|
Type of fracture pattern of cylinder 2
|
2
|
Type of fracture pattern of cylinder 3
|
2
|
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
|
10 days
|