Print Report | Back to Test Summary

Testing Report for 2020-11-21-6-1

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

Project Information

Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Work Description: REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Ashraf Mohamed Structure Rep.: Ching Chuang

Sample Information

DIME Sample ID: 2020-11-21-6
TL Number from the TL Form: 999-1121B
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: 11/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/24/2020
The quantity of what the sample constitutes: CONCRETE CYLINDERS
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 999-1121B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Short Load Concrete Inc

Material Information

The concrete mix design number: CTS-30-RAM
The truck number from where the sample was collected: 7
The batch plant ticket number from where the sample was collected: 7
Concrete batch plant: VOLUMETRIC TRUCK
The fabricator/manufacturer designation for the sample:
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 M TO 15 CONNECTOR SHOULDER AFTER MILLIKEN BRIDGE
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2020-11-21-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/28/2020
Date Tested: 11/28/2020
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:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

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 6.02 in
Average diameter of cylinder 2 6.02 in
Average diameter of cylinder 3 6.01 in
Average diameter of cylinder 4 6.01 in
Average diameter of cylinder 5 6.02 in
Average diameter of cylinder 6 6.02 in
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.46 in^2
Cross sectional area of cylinder 3 28.37 in^2
Cross sectional area of cylinder 4 28.37 in^2
Cross sectional area of cylinder 5 28.46 in^2
Cross sectional area of cylinder 6 28.46 in^2
Compressive strength (to nearest 10 psi) 2340 psi
Maximum load on cylinder 1 66875 lb
Maximum load on cylinder 2 64810 lb
Maximum load on cylinder 3 69180 lb
Maximum load on cylinder 4 67650 lb
Maximum load on cylinder 5 66320 lb
Maximum load on cylinder 6 63570 lb
Compressive strength of cylinder 1 2349.8 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 2277.2 psi
Compressive strength of cylinder 3 2438.5 psi
Compressive strength of cylinder 4 2384.6 psi
Compressive strength of cylinder 5 2330.3 psi
Compressive strength of cylinder 6 2233.7 psi
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 1
Type of fracture pattern of cylinder 4 3
Type of fracture pattern of cylinder 5 3
Type of fracture pattern of cylinder 6 2
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