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Sample Record for 2021-04-08-19

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: 2021-04-08-19
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: 04/08/2021
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: 999-48
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 right turn lane station 0 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: 2021-04-08-19-1
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: 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
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.99 in
Average diameter of cylinder 3 5.98 in
Average diameter of cylinder 4 5.99 in
Average diameter of cylinder 5 5.99 in
Average diameter of cylinder 6 5.99 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.18 in^2
Cross sectional area of cylinder 3 28.09 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 28.18 in^2
Compressive strength (to nearest 10 psi) 820 psi
Maximum load on cylinder 1 22200 lb
Maximum load on cylinder 2 23190 lb
Maximum load on cylinder 3 22340 lb
Maximum load on cylinder 4 23560 lb
Maximum load on cylinder 5 23330 lb
Maximum load on cylinder 6 23350 lb
Compressive strength of cylinder 1 790.3 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 822.9 psi
Compressive strength of cylinder 3 795.3 psi
Compressive strength of cylinder 4 836.1 psi
Compressive strength of cylinder 5 827.9 psi
Compressive strength of cylinder 6 828.6 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 7 days
Age of specimen in hours no data