Sample Record for 2019-09-13-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211260 DEA: 072159U4 EFIS: 0715000160
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,ORA-5-0.0/1.5, 44.3/44.4
Work Description: CONSTRUCT HOV LANES AND MIX FLOW LANES.
Location Description: LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 TOWNSGATE RD. SUITE 200, WESTLAKE VILLAGE, CA 91361
Resident Engineer: George Saker Structure Rep.: Danny Lalonde
Sample Information
DIME Sample ID: 2019-09-13-7
TL Number from the TL Form: 19091302
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: 09/13/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2019
The quantity of what the sample constitutes: 6
A brief description of the sample: 4X8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 978-302
Structure unique identifier:
Structure name: PIER 3 WALL
The fabricator/manufacturer/facility name: securty paving
Material Information
The concrete mix design number: G3-STR-002
The truck number from where the sample was collected: LOAD 12
The batch plant ticket number from where the sample was collected: 12
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: SECURITY PAVING
A detailed description of where the material sample was collected: LOAD 12
Where the material sample would have been placed if not sampled: PIER 3 WALL
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2019-09-13-7-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/24/2019
Date Tested: 09/16/2019
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
|
3
|
Test performed
|
With no density determined
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
3050 psi
|
Average diameter of cylinder 1
|
4.01 in
|
Average diameter of cylinder 2
|
4.00 in
|
Compressive strength of cylinder 1
|
3042.4 psi
|
Compressive strength of cylinder 2
|
3042.2 psi
|
Average diameter of cylinder 3
|
4.01 in
|
Compressive strength of cylinder 3
|
3078.4 psi
|
Maximum load on cylinder 1
|
38425 lb
|
Maximum load on cylinder 2
|
38240 lb
|
Maximum load on cylinder 3
|
38880 lb
|
Type of fracture pattern of cylinder 1
|
2
|
Type of fracture pattern of cylinder 2
|
3
|
Type of fracture pattern of cylinder 3
|
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
|
Correction factor for cylinder 3
|
1
|
Age of specimen
|
3 days
|
Test 2 of 2
DIME Test ID: 2019-09-13-7-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 10/15/2019
Date Tested: 10/11/2019
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
|
3
|
Test performed
|
With no density determined
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
5470 psi
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.01 in
|
Compressive strength of cylinder 1
|
5582.3 psi
|
Compressive strength of cylinder 2
|
5533.7 psi
|
Average diameter of cylinder 3
|
4.02 in
|
Compressive strength of cylinder 3
|
5291.6 psi
|
Maximum load on cylinder 1
|
70170 lb
|
Maximum load on cylinder 2
|
69890 lb
|
Maximum load on cylinder 3
|
67150 lb
|
Type of fracture pattern of cylinder 1
|
4
|
Type of fracture pattern of cylinder 2
|
3
|
Type of fracture pattern of cylinder 3
|
4
|
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
|
Age of specimen
|
28 days
|