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Testing Report for 2021-04-02-7-1

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

Project Information

Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-0.0/13.2
Work Description: Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description: LA/SBD County Line to PM 13.2 near I-15
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Matt Antonelli Structure Rep.: Zahlout, Faisal

Sample Information

DIME Sample ID: 2021-04-02-7
TL Number from the TL Form: 1-Req 5
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: 04/02/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/05/2021
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 1015-5
Structure unique identifier:
Structure name: silo footing slab
The fabricator/manufacturer/facility name: cemex

Material Information

The concrete mix design number: G3-20-CTS-220
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: Volumetric
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: On-site trail slab, continued silo footing slab
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-04-02-7-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 04/21/2021
Date Tested: 04/12/2021
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:
Additional Comments When Verified :

Submitted Test Results

Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.56 in^2
Cross sectional area of cylinder 3 28.37 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 5220 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.03 in
Compressive strength of cylinder 1 5118.9 psi
Compressive strength of cylinder 2 5320.2 psi
Average diameter of cylinder 3 6.01 in
Compressive strength of cylinder 3 5214.3 psi
Maximum load on cylinder 1 145685 lb
Maximum load on cylinder 2 151945 lb
Maximum load on cylinder 3 147930 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 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 1
Correction factor for cylinder 3 1
Age of specimen 10 days