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Sample Record for 2017-04-10-9

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

Project Information

Project ID: 209849 DEA: 07258404 EFIS: 0712000102 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-18.4/36.3
Work Description: IN LOS ANGELES COUNTY IN LOS ANGELES AND BURBANK AT VARIOUS LOCATION FROM ROUTE 60 TO ROUTE 170 CONSTRUCT GROSS SOLID REMOVAL DEVICES
Location Description: IN LOS ANGELES COUNTY, AT VARIOUS LOCATIONS FROM ROUTE 5/10SEPARATION TO 0.2 MILES NORTH OFFLECTCHER DRIVE UNDERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Avenue, Fontana, CA 92335
Resident Engineer: Patricia Amadi Structure Rep.: Maria Adriana Pimienta

Sample Information

DIME Sample ID: 2017-04-10-9
TL Number from the TL Form: 170410
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: 04/10/2017
Date that the sample was received by the laboratory/organization performing the testing: 04/19/2017
The quantity of what the sample constitutes: 6
A brief description of the sample: 12 x 6 concrete cylinder
From where was the sample collected: Job Site
Laboratory sample identification: 933-10
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: NATIONAL READY MIX

Material Information

The concrete mix design number: S63061
The truck number from where the sample was collected: 472
The batch plant ticket number from where the sample was collected: 220194
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: RW 9 AT AVSF FOOTING AT LOC 6
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 3

DIME Test ID: 2017-04-10-9-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/19/2017
Date Tested: 04/19/2017
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 5.98 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 2870 psi
Maximum load on cylinder 1 79620 lb
Maximum load on cylinder 2 81820 lb
Compressive strength of cylinder 1 2834.5 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 2903.5 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 9 days
Age of specimen in hours no data

Test 2 of 3

DIME Test ID: 2017-04-10-9-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/24/2017
Date Tested: 04/24/2017
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 5.98 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.09 in^2
Compressive strength (to nearest 10 psi) 3540 psi
Maximum load on cylinder 1 100050 lb
Maximum load on cylinder 2 99610 lb
Compressive strength of cylinder 1 3539.1 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3546.1 psi
Type of fracture pattern of cylinder 2 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 no data
Age of specimen 14 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2017-04-10-9-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/08/2017
Date Tested: 05/08/2017
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 5.98 in
Average diameter of cylinder 2 5.97 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 27.99 in^2
Compressive strength (to nearest 10 psi) 4440 psi
Maximum load on cylinder 1 123720 lb
Maximum load on cylinder 2 125500 lb
Compressive strength of cylinder 1 4404.4 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 4483.7 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