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Sample Record for 2018-08-25-1

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.: Man, Jennifer

Sample Information

DIME Sample ID: 2018-08-25-1
TL Number from the TL Form: 20180825
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/25/2018
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2018
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: 982-0825
Structure unique identifier: 10 FWY WB RIO HONDO HOV LANE 1 APPROACH LABS
Structure name: 10 FWY WB RIO HONDO HOV LANE 1 APPROACH LABS
The fabricator/manufacturer/facility name: CTS SHORT LOAD RAPID SET

Material Information

The concrete mix design number: CTS-72-EHI
The truck number from where the sample was collected: 16
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 1
Where the material sample would have been placed if not sampled: 10 FWY WB RIO HONDO HOV LANE 1 APPROACH LABS
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2018-08-25-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/31/2018
Date Tested: 08/30/2018
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
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) 6860 psi
Maximum load on cylinder 1 197520 lb
Maximum load on cylinder 2 191040 lb
Compressive strength of cylinder 1 6986.9 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 6733.9 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 5 days
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2018-08-25-1-2ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens08/29/201809/22/2018Minh PhamCT - Southern Regional Laboratory