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

Sample Record for 2020-05-30-3


Project Information

Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,RIV-60-
Work Description: REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location Description:
Contractor Name: J McLoughlin Engineering Contractor Address: 10641 Fulton Court
Resident Engineer: Ashraf Mohamed Structure Rep.: Chuang, Ching

Sample Information

DIME Sample ID: 2020-05-30-3
TL Number from the TL Form: 999-530C
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: 05/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2020
The quantity of what the sample constitutes: 6 CYLINDERS RSLCB
A brief description of the sample: RSLCB CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 999-530C
Structure unique identifier:
Structure name:

Material Information

The concrete mix design number: CTS 30 RAM
The truck number from where the sample was collected: 15
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: SITE
Where the material sample would have been placed if not sampled: EB RTE 60 WEST OF VAN BUREN OFF RAMP 7100 TO 9000
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2020-05-30-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/09/2020
Date Tested: 06/06/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 6
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 6.00 in
Average diameter of cylinder 3 6.00 in
Average diameter of cylinder 4 6.00 in
Average diameter of cylinder 5 6.00 in
Average diameter of cylinder 6 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Cross sectional area of cylinder 3 28.27 in^2
Cross sectional area of cylinder 4 28.27 in^2
Cross sectional area of cylinder 5 28.27 in^2
Cross sectional area of cylinder 6 28.27 in^2
Compressive strength (to nearest 10 psi) 750 psi
Maximum load on cylinder 1 24700 lb
Maximum load on cylinder 2 24790 lb
Maximum load on cylinder 3 2500 lb
Maximum load on cylinder 4 24840 lb
Maximum load on cylinder 5 25010 lb
Maximum load on cylinder 6 24750 lb
Compressive strength of cylinder 1 873.7 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 876.9 psi
Compressive strength of cylinder 3 88.4 psi
Compressive strength of cylinder 4 878.7 psi
Compressive strength of cylinder 5 884.7 psi
Compressive strength of cylinder 6 875.5 psi
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 1
Type of fracture pattern of cylinder 5 2
Type of fracture pattern of cylinder 6 1
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
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Correction factor for cylinder 6 1
Age of specimen 7 days
Age of specimen in hours no data