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: 2020-07-09-36
TL Number from the TL Form: 7920
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: 07/09/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2020
The quantity of what the sample constitutes: 2 Cylinders
A brief description of the sample: 2 Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1013-G3 7920
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving
The concrete mix design number: 63-20-LLB-216
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: LANE 3 SB 15
From Lot No.:
Bag Lot No.:
DIME Test ID: 2020-07-09-36-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/27/2020
Date Tested: 07/27/2020
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
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
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
|
Compressive strength (to nearest 10 psi)
|
600 psi
|
Maximum load on cylinder 1
|
17165 lb
|
Maximum load on cylinder 2
|
16635 lb
|
Compressive strength of cylinder 1
|
607.2 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
588.4 psi
|
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
|
18 days
|
Age of specimen in hours
|
no data
|