Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995516 DEA: 081E1404 EFIS: 0813000178
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-79-Var
Work Description: MGS, CONCRETE BARRIER AND VEGETATION CONTROL (MINOR CONCRETE).
Location Description: RIVERSIDE COUNTY AT VARIOUS LOCATIONS
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-03-05-9
TL Number from the TL Form: 1074-35
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: 03/05/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/06/2025
The quantity of what the sample constitutes: 9
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 1074-35
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ROBERTSONS
The concrete mix design number: SC590B33
The truck number from where the sample was collected: 2306
The batch plant ticket number from where the sample was collected: 1326981
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: L14 650 FEET CONCRETE BARRIER FOOTING STA 1833+05 TO 1839+55
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-03-05-9-1
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: 04/22/2025
Date Tested: 03/12/2025
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: (909) 829-3029
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
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 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)
|
3940 psi
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Compressive strength of cylinder 1
|
3882.3 psi
|
|
Compressive strength of cylinder 2
|
3934.3 psi
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Compressive strength of cylinder 3
|
3991.2 psi
|
|
Maximum load on cylinder 1
|
48800 lb
|
|
Maximum load on cylinder 2
|
49690 lb
|
|
Maximum load on cylinder 3
|
50170 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
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
|
7 days
|
DIME Test ID: 2025-03-05-9-2
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: 04/22/2025
Date Tested: 03/19/2025
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: (909) 829-3029
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
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
5000 psi
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Compressive strength of cylinder 1
|
4930.0 psi
|
|
Compressive strength of cylinder 2
|
5020.6 psi
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Compressive strength of cylinder 3
|
5061 psi
|
|
Maximum load on cylinder 1
|
61970 lb
|
|
Maximum load on cylinder 2
|
63410 lb
|
|
Maximum load on cylinder 3
|
63920 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
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
|
14 days
|
DIME Test ID: 2025-03-05-9-3
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: 04/22/2025
Date Tested: 04/02/2025
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: (909) 829-3029
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
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
5950 psi
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Compressive strength of cylinder 1
|
6059.7 psi
|
|
Compressive strength of cylinder 2
|
5889.2 psi
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Compressive strength of cylinder 3
|
5889.9 psi
|
|
Maximum load on cylinder 1
|
76170 lb
|
|
Maximum load on cylinder 2
|
74380 lb
|
|
Maximum load on cylinder 3
|
74390 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
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
|
28 days
|
