Print Report | Back to Sample Detail

Sample Record for 2021-04-06-32

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: 2021-04-06-32
TL Number from the TL Form:
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: 04/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/14/2021
The quantity of what the sample constitutes: 6
A brief description of the sample: concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 999-406
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Short Load Concrete

Material Information

The concrete mix design number: CTS-30-RAM
The truck number from where the sample was collected: NA
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: 60 WB Haven off ramp shoulder left turn lane south end station 1 50
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: 2021-04-06-32-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/21/2021
Date Tested: 04/15/2021
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
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.02 in
Average diameter of cylinder 3 6.02 in
Average diameter of cylinder 4 6.02 in
Average diameter of cylinder 5 6.02 in
Average diameter of cylinder 6 6.02 in
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.46 in^2
Cross sectional area of cylinder 3 28.46 in^2
Cross sectional area of cylinder 4 28.46 in^2
Cross sectional area of cylinder 5 28.46 in^2
Cross sectional area of cylinder 6 28.46 in^2
Compressive strength (to nearest 10 psi) 980 psi
Maximum load on cylinder 1 27885 lb
Maximum load on cylinder 2 27785 lb
Maximum load on cylinder 3 27400 lb
Maximum load on cylinder 4 28510 lb
Maximum load on cylinder 5 27505 lb
Maximum load on cylinder 6 27455 lb
Compressive strength of cylinder 1 979.8 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 976.3 psi
Compressive strength of cylinder 3 962.8 psi
Compressive strength of cylinder 4 1001.8 psi
Compressive strength of cylinder 5 966.4 psi
Compressive strength of cylinder 6 964.7 psi
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 1
Type of fracture pattern of cylinder 4 1
Type of fracture pattern of cylinder 5 1
Type of fracture pattern of cylinder 6 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 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 9 days
Age of specimen in hours no data