Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212908 DEA: 07300404 EFIS: 0713000435
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-1.5/29.1
Work Description: SLOPE PROTECTION AND BMP CONSTRUCTION.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AND NEAR CALABASAS FROM 0.1 MILE SOUTH OF ROUTE 101/110 SEPARATION TO 0.1 MILE NORTH OF MUREAU ROAD OVERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Ave., FONTANA, CA 92335
Resident Engineer: Kris Venkataraman Structure Rep.: Adriana Pimienta
DIME Sample ID: 2019-08-07-17
TL Number from the TL Form: 190807
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: 08/07/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/12/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 985-807
Structure unique identifier:
Structure name: AVSF FOOTING AT LOT 12
The fabricator/manufacturer/facility name: NATIONAL READY MIX
The concrete mix design number: S72500
The truck number from where the sample was collected: 2037
The batch plant ticket number from where the sample was collected: 221524
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: POWELL CONSTRUCTORS
A detailed description of where the material sample was collected: 5 CY
Where the material sample would have been placed if not sampled: AVSF FOOTING AT LOT 12
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-08-07-17-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 08/22/2019
Date Tested: 08/21/2019
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
|
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 C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
4970 psi
|
Average diameter of cylinder 1
|
6.01 in
|
Average diameter of cylinder 2
|
6.01 in
|
Compressive strength of cylinder 1
|
4976.7 psi
|
Compressive strength of cylinder 2
|
4972.2 psi
|
Maximum load on cylinder 1
|
141190 lb
|
Maximum load on cylinder 2
|
141060 lb
|
Type of fracture pattern of cylinder 1
|
1
|
Type of fracture pattern of cylinder 2
|
2
|
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
|
14 days
|
DIME Test ID: 2019-08-07-17-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/06/2019
Date Tested: 09/04/2019
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
|
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 C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
5300 psi
|
Average diameter of cylinder 1
|
6.01 in
|
Average diameter of cylinder 2
|
6.01 in
|
Compressive strength of cylinder 1
|
5412.1 psi
|
Compressive strength of cylinder 2
|
5195.3 psi
|
Maximum load on cylinder 1
|
153540 lb
|
Maximum load on cylinder 2
|
147390 lb
|
Type of fracture pattern of cylinder 1
|
2
|
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
|
28 days
|