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Sample Record for 2020-03-21-1

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: 2020-03-21-1
TL Number from the TL Form: RMA 19 0184
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: 03/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/24/2020
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 RSLCB cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 999-321A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

The concrete mix design number: NA
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 17
Concrete batch plant: NA
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Job Site
Where the material sample would have been placed if not sampled: EB RTE 60 LANE 3 AND 4 STATION 400 28 TO 404 58
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2020-03-21-1-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 04/03/2020
Date Tested: 03/28/2020
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 28.37 in^2
Cross sectional area of cylinder 2 28.27 in^2
Cross sectional area of cylinder 3 28.27 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 28.37 in^2
Cross sectional area of cylinder 6 28.37 in^2
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.00 in
Compressive strength of cylinder 1 1697.6 psi
Compressive strength of cylinder 2 1659.7 psi
Average diameter of cylinder 3 6.00 in
Compressive strength of cylinder 3 1654.8 psi
Compressive strength (to nearest 10 psi) 1660 psi
Average diameter of cylinder 4 6.00 in
Compressive strength of cylinder 4 1652.6 psi
Average diameter of cylinder 5 6.01 in
Compressive strength of cylinder 5 1657 psi
Average diameter of cylinder 6 6.01 in
Compressive strength of cylinder 6 1627.8 psi
Maximum load on cylinder 1 48160 lb
Maximum load on cylinder 2 46920 lb
Maximum load on cylinder 3 46780 lb
Maximum load on cylinder 4 46720 lb
Maximum load on cylinder 5 47010 lb
Maximum load on cylinder 6 46180 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 1
Type of fracture pattern of cylinder 4 2
Type of fracture pattern of cylinder 5 2
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