Print Report | Back to Test Summary

Testing Report for 2015-09-02-9-1

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

Project Information

DEA: 07295504
EFIS: 0713000014
Project ID: 209680
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-1.8/8.4
Work Description: REPLACE PCC PAVEMENT AND COLD PLANE AND OVERLAY.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM BEAUDRY AVENUE UNDERCROSSING TO 0.4 MILE NORTH OF PILGRIMAGE OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Moe Izadpanah
Structure Rep.: Addis Ambaye

Sample Information

DIME Sample ID: 2015-09-02-9
TL Number from the TL Form: L86 PCPH 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: 9/2/2015
Date that the sample was received by the laboratory/organization performing the testing: 9/4/2015
The quantity of what the sample constitutes: 2
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 914-01
Structure unique identifier: REPLACE PCC PAVEMENT COLD PLANE
Structure name: BED B2C FORM 11
The fabricator/manufacturer/facility name: ROBERTSONS

Material Information

The concrete mix design number: RRM 14062
The truck number from where the sample was collected: 14
The batch plant ticket number from where the sample was collected: 1138155
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK MIXER
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2015-09-02-9-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 9/16/2015
Verified Date: 9/16/2015
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: 2
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
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength (to nearest 10 psi): 5440 psi
Maximum load on cylinder 1: 152960 lb
Maximum load on cylinder 2: 156490 lb
Compressive strength of cylinder 1: 5374.6 psi
Type of fracture pattern of cylinder 1: 2
Compressive strength of cylinder 2: 5498.6 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: no data
Age of specimen: 14 days
Age of specimen in hours: no data