Print Report | Back to Sample Detail

Sample Record for 2016-06-27-9

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

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

Material Information

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
Test results on following page(s): 3

Test Results

Test 1 of 3

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

Test 2 of 3

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

Test 3 of 3

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