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Sample Record for 2021-06-14-17

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Project Information

Project ID: 215462 DEA: 080C8704 EFIS: 0800000064 COOP: 081687 QA Service Level: 2
DIST-CO-RTE-PM: 08-SBD-SR 60-R2.08/2.80
Work Description: The project scope of work is widening approximately .7 miles of SR-60 at Central Avenue to accommodate three through-lanes with provisions for a future lane, two left-turn lanes, standard shoulders, bike path, and sidewalk in both the northbound and southbound directions
Location Description: Project Limits are SR-60 from 0.3 miles west to 0.4 miles east of Central Ave. PM 2.08/2.80 in Chino.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Kee Ooi Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-14-17
TL Number from the TL Form: 1029-01
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/14/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2021
The quantity of what the sample constitutes: 6 Cylinders
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Supplier
Laboratory sample identification: 1029-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons Pomona

Material Information

The concrete mix design number: J801153R
The truck number from where the sample was collected: 1950
The batch plant ticket number from where the sample was collected: 6319824
Concrete batch plant: Robertsons Pomona
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Batch Plant
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2021-06-14-17-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/21/2021
Date Tested: 06/21/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 6
Test performed With no density determined
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.98 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3 5.99 in
Average diameter of cylinder 4 5.99 in
Average diameter of cylinder 5 5.99 in
Average diameter of cylinder 6 5.98 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.09 in^2
Cross sectional area of cylinder 3 28.18 in^2
Cross sectional area of cylinder 4 28.18 in^2
Cross sectional area of cylinder 5 28.18 in^2
Cross sectional area of cylinder 6 28.09 in^2
Compressive strength (to nearest 10 psi) 680 psi
Maximum load on cylinder 1 19670 lb
Maximum load on cylinder 2 18850 lb
Maximum load on cylinder 3 18720 lb
Maximum load on cylinder 4 19230 lb
Maximum load on cylinder 5 19410 lb
Maximum load on cylinder 6 18680 lb
Compressive strength of cylinder 1 700.2 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 671.1 psi
Compressive strength of cylinder 3 664.3 psi
Compressive strength of cylinder 4 682.4 psi
Compressive strength of cylinder 5 688.8 psi
Compressive strength of cylinder 6 665 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 2
Type of fracture pattern of cylinder 5 2
Type of fracture pattern of cylinder 6 2
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
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Correction factor for cylinder 6 1
Age of specimen 7 days
Age of specimen in hours no data0 hours