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Testing Report for 2015-09-13-1-7

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

Project Information

DEA: 081G5114
EFIS: 0816000022
Project ID: 210749
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-57.6/127.0
Work Description: Secure bridges and build a crossover at Tex Wash
Location Description: In Riverside County from Jct 86/10 to Arco Ditch
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Andy Quach
Structure Rep.: Shukri Abouazra

Sample Information

DIME Sample ID: 2015-09-13-1
TL Number from the TL Form: 3
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: 9/13/2015
Date that the sample was received by the laboratory/organization performing the testing: 9/15/2015
The quantity of what the sample constitutes: 14
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 920-03
Structure unique identifier: I 10 TEX WASH BRIDGE REPLACE
Structure name: DECK AND APPROACH SLABS
The fabricator/manufacturer/facility name: JOB

Material Information

The concrete mix design number: 9430DHER
The truck number from where the sample was collected: NP
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: CHUTE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2015-09-13-1-7
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 9/15/2015
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: 6.01 in
Average diameter of cylinder 2: 6.01 in
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 4340 psi
Maximum load on cylinder 1: 122070 lb
Maximum load on cylinder 2: 124050 lb
Compressive strength of cylinder 1: 4302.8 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 4372.6 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: no data
Age of specimen: 2 days
Age of specimen in hours: no data