Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214466 DEA: 081F1414 EFIS: 0815000231
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-15-54.2/54.3
Work Description: Slab & lane replacement with JPCP & precast conc pavement, place HMA.
Location Description: Riverside and San Diego County
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Mike Bergevin Structure Rep.: Unknown
DIME Sample ID: 2020-12-04-1
TL Number from the TL Form: 145758
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: 12/04/2020
Date that the sample was received by the laboratory/organization performing the testing: 12/07/2020
The quantity of what the sample constitutes: 4 Cylinders
A brief description of the sample: 4 Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1013-58
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The concrete mix design number: 93-20-PCC-215
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: NA
The fabricator/manufacturer designation for the sample: NA
A detailed description of where the material sample was collected: NA
Where the material sample would have been placed if not sampled: UNKNOWN
From Lot No.:
Bag Lot No.:
DIME Test ID: 2020-12-04-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/28/2020
Date Tested: 12/11/2020
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
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Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
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Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
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Compressive strength (to nearest 10 psi)
|
2970 psi
|
Maximum load on cylinder 1
|
81690 lb
|
Maximum load on cylinder 2
|
86450 lb
|
Compressive strength of cylinder 1
|
2,889.6 psi
|
Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
|
3,058.0 psi
|
Type of fracture pattern of cylinder 2
|
2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
|
1.00
|
Correction factor for cylinder 2
|
1.00
|
Age of specimen
|
7 days
|
Age of specimen in hours
|
no data
|