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Sample Record for 2021-02-06-3

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

Project Information

Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Work Description: REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location Description:
Contractor Name: J McLoughlin Engineering
Contractor Address: 10641 Fulton Court, Rancho Cucamonga, CA 91730
Resident Engineer: Mujahid Qureshi Structure Rep.: Ching Chuang

Sample Information

DIME Sample ID: 2021-02-06-3
TL Number from the TL Form: 999-26B
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: 02/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/09/2021
The quantity of what the sample constitutes: 6 cylinders
A brief description of the sample: CONCERETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 999-26B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RVC

Material Information

The concrete mix design number: CTS-30-RAM
The truck number from where the sample was collected: 19
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: STA 13149 60 FWY EB Etiwanda Onramp Gore
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: 2021-02-06-3-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 03/04/2021
Date Tested: 02/13/2021
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: 9098293029
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
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Cross sectional area of cylinder 3 28.18 in^2
Capped in accordance with? ASTM C617/CTM521
Cross sectional area of cylinder 4 28.27 in^2
Cross sectional area of cylinder 5 28.27 in^2
Cross sectional area of cylinder 6 28.27 in^2
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 742.5 psi
Compressive strength of cylinder 2 742.5 psi
Average diameter of cylinder 3 5.99 in
Compressive strength of cylinder 3 737.4 psi
Compressive strength (to nearest 10 psi) 730 psi
Average diameter of cylinder 4 6.00 in
Compressive strength of cylinder 4 718.1 psi
Average diameter of cylinder 5 6.00 in
Compressive strength of cylinder 5 720.2 psi
Average diameter of cylinder 6 6.00 in
Compressive strength of cylinder 6 715.2 psi
Maximum load on cylinder 1 20990 lb
Maximum load on cylinder 2 20990 lb
Maximum load on cylinder 3 20780 lb
Maximum load on cylinder 4 20300 lb
Maximum load on cylinder 5 20360 lb
Maximum load on cylinder 6 20220 lb
Type of fracture pattern of cylinder 1 2
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 4
Type of fracture pattern of cylinder 4 2
Type of fracture pattern of cylinder 5 4
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