Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210543 DEA: 07276004 EFIS: 0712000100
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-14.1/21.1
Work Description: BUILD TREATMENT BMP AND MVP.
Location Description: VENTURA COUNTY IN CAMARILLO AND OXNARD AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF CARMAN DRIVE OVERCROSSING TO ROSE AVENUE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2151 Alessandro Dr. Suite 209, Ventura, CA 93001
Resident Engineer: Scott Sylvan Structure Rep.: Unknown
DIME Sample ID: 2016-06-27-9
TL Number from the TL Form: 106621
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: 06/27/2016
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2016
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Source
Laboratory sample identification: 935-21
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: ASSOCIATE READY MIX
The concrete mix design number: 557237
The truck number from where the sample was collected: NOT PROVIDED
The batch plant ticket number from where the sample was collected: NOT PROVIDED
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TM
Where the material sample would have been placed if not sampled: FOOTING STEPS 1 TO 7
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2016-06-27-9-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/26/2016
Date Tested: 07/04/2016
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
|
6.00 in
|
Average diameter of cylinder 2
|
5.99 in
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
Compressive strength (to nearest 10 psi)
|
3150 psi
|
Maximum load on cylinder 1
|
88230 lb
|
Maximum load on cylinder 2
|
89310 lb
|
Compressive strength of cylinder 1
|
3121.0 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
3169.3 psi
|
Type of fracture pattern of cylinder 2
|
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
|
no data
|
Age of specimen
|
7 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2016-06-27-9-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/26/2016
Date Tested: 07/25/2016
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
|
5.99 in
|
Average diameter of cylinder 2
|
5.99 in
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
Compressive strength (to nearest 10 psi)
|
4740 psi
|
Maximum load on cylinder 1
|
133260 lb
|
Maximum load on cylinder 2
|
134100 lb
|
Compressive strength of cylinder 1
|
4728.9 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
4758.7 psi
|
Type of fracture pattern of cylinder 2
|
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
|
no data
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2016-06-27-9-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/08/2016
Date Tested: 08/08/2016
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
|
5.99 in
|
Average diameter of cylinder 2
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
|
4940 psi
|
Maximum load on cylinder 1
|
142800 lb
|
Maximum load on cylinder 2
|
135800 lb
|
Compressive strength of cylinder 1
|
5067.4 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
4803.7 psi
|
Type of fracture pattern of cylinder 2
|
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
|
no data
|
Age of specimen
|
42 days
|
Age of specimen in hours
|
no data
|