Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995187 DEA: 081P6904 EFIS: 0824000082
QA Service Level: 1
DIST-CO-RTE-PM: 08---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-11-20-34
TL Number from the TL Form: 1057-01
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: 11/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/22/2023
The quantity of what the sample constitutes: 4
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 1057-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ROBERTSONS
The concrete mix design number: SC550B38
The truck number from where the sample was collected: NP
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: 83997 US-111 INDIO CA
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-11-20-34-1
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: 01/22/2024
Date Tested: 11/27/2023
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
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.56 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
2130 psi
|
|
Average diameter of cylinder 1
|
6.03 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
2144.8 psi
|
|
Compressive strength of cylinder 2
|
2118.8 psi
|
|
Maximum load on cylinder 1
|
61255 lb
|
|
Maximum load on cylinder 2
|
60110 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
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
|
|
Age of specimen
|
7 days
|
DIME Test ID: 2023-11-20-34-2
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: 01/22/2024
Date Tested: 12/18/2023
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
|
2
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
3500 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
3517.4 psi
|
|
Compressive strength of cylinder 2
|
3488.0 psi
|
|
Maximum load on cylinder 1
|
99790 lb
|
|
Maximum load on cylinder 2
|
98955 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
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
|
|
Age of specimen
|
28 days
|
