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Testing Report for 2015-10-07-11-5

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

Project Information

DEA: 044A0904
EFIS: 0415000178
Project ID: 210032
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29,101-47.0/47.2
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Syd Valeh
Structure Rep.: Jonathan Chi

Sample Information

DIME Sample ID: 2015-10-07-11
TL Number from the TL Form: Unknown
Sample Submitted By Organization: RMA Group - Rancho Cordova
Sample Organization Contact: 916-631-7194
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/7/2015
Date that the sample was received by the laboratory/organization performing the testing: 10/8/2015
The quantity of what the sample constitutes: 100 cy
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Troutdale Creek Bridge
The fabricator/manufacturer/facility name: Harold Smith and Sons

Material Information

The concrete mix design number: CT2-25PC
The truck number from where the sample was collected: Truck No 70
The batch plant ticket number from where the sample was collected: 122471
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Load 1
Where the material sample would have been placed if not sampled: 742 Barrier Rail
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2015-10-07-11-5
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 11/4/2015
Verified Date: 5/13/2020
Submitted By Organization: RMA Group - Rancho Cordova
Organization Address: 3150 Fitzgerald Road,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email:
Organization Phone: 916-631-7194
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 C1231
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 5370 psi
Maximum load on cylinder 1: 151020 lb
Maximum load on cylinder 2: 152470 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 5
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: 28 days
Age of specimen in hours: no data