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Sample Record for 2018-06-17-1

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

Project Information

Project ID: 212731 DEA: 07318004 EFIS: 0715000280 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-22.3/28.2
Work Description: TREAT BRIDGE DECK, CLOSURE POUR AND REPLACE JOINT SEALS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM FREMONT AVENUE UNDERCROSSING TO RIO HONDO62
Contractor Name: SPECTRUM CONSTRUCTION GROUP, INC.
Contractor Address: 32 Edelman, Irvine, CA 92618
Resident Engineer: Moe Izadpanah Structure Rep.: Jennifer Man

Sample Information

DIME Sample ID: 2018-06-17-1
TL Number from the TL Form: 982-485C
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: 06/17/2018
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2018
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: 982-485C
Structure unique identifier: EB Atlantic R closure and deck
Structure name: EB Atlantic R closure and deck
The fabricator/manufacturer/facility name: np

Material Information

The concrete mix design number: Notch 3 in
The truck number from where the sample was collected: 19
The batch plant ticket number from where the sample was collected: na
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: spectrum
A detailed description of where the material sample was collected: load no 1
Where the material sample would have been placed if not sampled: EB Atlantic R closure and deck
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2018-06-17-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/20/2018
Date Tested: 06/20/2018
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 6.01 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 5250 psi
Maximum load on cylinder 1 146180 lb
Maximum load on cylinder 2 151050 lb
Compressive strength of cylinder 1 5170.9 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 5324.3 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 1
Age of specimen 3 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2018-06-17-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/27/2018
Date Tested: 06/25/2018
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 6.01 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 5380 psi
Maximum load on cylinder 1 147690 lb
Maximum load on cylinder 2 157230 lb
Compressive strength of cylinder 1 5205.9 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 5561.7 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 1
Age of specimen 8 days
Age of specimen in hours no data