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Testing Report for 2020-11-18-19-1

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

Project Information

DEA: 081E5704
EFIS: 0814000051
Project ID: 214465
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-27.7
Work Description: PLACE CIDH PILING AND ROCK SLOPE PROTECTION
Location Description: RIVERSIDE COUNTY NEAR PALM SPRINGS AT WHITEWATER RIVER BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Peter Koury
Structure Rep.: Shukri Abouazra

Sample Information

DIME Sample ID: 2020-11-18-19
TL Number from the TL Form:
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: 11/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/19/2020
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: 1016-74
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The concrete mix design number: 20045R
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: WHITE WATER BR 56 0004
Where the material sample would have been placed if not sampled: LOAD 1 CIDH PIER 6R PILE 92
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2020-11-18-19-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 12/16/2020
Verified Date: 12/28/2020
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: 2
Test performed: With no density determined
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 6490 psi
Maximum load on cylinder 1: 180420 lb
Maximum load on cylinder 2: 186170 lb
Compressive strength of cylinder 1: 6402.4 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 6585.4 psi
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Age of specimen in hours: no data