Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214523 DEA: 07302504 EFIS: 0713000479
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-23-R3.3/R11.5
Work Description: PLACE HMA AND JPCP AND INDIVIDUAL SLAB REPLACEMENT.
Location Description: VENTURA COUNTY FROM ROUTE 101/23 SEPARATION TO NEW LOS ANGELES AVENUE UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Alan Davis Structure Rep.: Aziz Maghsoudloo
DIME Sample ID: 2021-02-17-9
TL Number from the TL Form: 1025-01
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: 02/17/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/24/2021
The quantity of what the sample constitutes: 4
A brief description of the sample: CONCERETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 1025-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: security paving
The concrete mix design number: 1610837
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: TRUCK MIXER
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-02-17-9-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/05/2021
Date Tested: 02/24/2021
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
|
2
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Average diameter of cylinder 1
|
6.02 in
|
Average diameter of cylinder 2
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
|
4550 psi
|
Maximum load on cylinder 1
|
123290 lb
|
Maximum load on cylinder 2
|
134740 lb
|
Compressive strength of cylinder 1
|
4332.0 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
4766.2 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
|
7 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2021-02-17-9-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/02/2021
Date Tested: 03/17/2021
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
|
4
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Average diameter of cylinder 1
|
6.02 in
|
Average diameter of cylinder 2
|
6.00 in
|
Average diameter of cylinder 3
|
6.00 in
|
Average diameter of cylinder 4
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Cross sectional area of cylinder 3
|
28.27 in^2
|
Cross sectional area of cylinder 4
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
|
5170 psi
|
Maximum load on cylinder 1
|
123290 lb
|
Maximum load on cylinder 2
|
134740 lb
|
Maximum load on cylinder 3
|
165430 lb
|
Maximum load on cylinder 4
|
162020 lb
|
Compressive strength of cylinder 1
|
4332.0 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
4766.2 psi
|
Compressive strength of cylinder 3
|
5851.8 psi
|
Compressive strength of cylinder 4
|
5731.2 psi
|
Type of fracture pattern of cylinder 2
|
1
|
Type of fracture pattern of cylinder 3
|
4
|
Type of fracture pattern of cylinder 4
|
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
|
Correction factor for cylinder 3
|
1
|
Correction factor for cylinder 4
|
1
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data
|