Print Report | Back to Test Summary

Testing Report for 2017-08-01-11-1

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

Project Information

DEA: 080R4404
EFIS: 0812000093
Project ID: 211238
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R23.0/R36.2
Work Description: INSTALL VEGETATION CONTROL UNDERNEATH EXISTING METAL BEAM GUARD RAIL
Location Description: INSTALL VEGETATION CONTROL UNDERNEATH EXISTING METAL BEAM GUARD RAIL
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Denise Sostrom
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-08-01-11
TL Number from the TL Form: 001
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 8/1/2017
Date that the sample was received by the laboratory/organization performing the testing: 8/3/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 964-01
Structure unique identifier: RT SHOULDER
Structure name: Unknown
The fabricator/manufacturer/facility name: ROBERTSONS

Material Information

The concrete mix design number: NP
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2017-08-01-11-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 8/29/2017
Verified Date: 8/29/2017
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: 4
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: 6.00 in
Average diameter of cylinder 4: 5.99 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: 28.27 in^2
Cross sectional area of cylinder 4: 28.18 in^2
Compressive strength (to nearest 10 psi): 1270 psi
Maximum load on cylinder 1: 36490 lb
Maximum load on cylinder 2: 36400 lb
Maximum load on cylinder 3: 35760 lb
Maximum load on cylinder 4: 35060 lb
Compressive strength of cylinder 1: 1282.2 psi
Type of fracture pattern of cylinder 1: 2
Compressive strength of cylinder 2: 1279.0 psi
Compressive strength of cylinder 3: 1264.9 psi
Compressive strength of cylinder 4: 1244.1 psi
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Type of fracture pattern of cylinder 4: 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: no data
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Age of specimen: 28 days
Age of specimen in hours: no data