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Testing Report for 2021-01-30-3-1

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: Unknown
Contractor Address: Unknown
Resident Engineer: Ashraf Mohamed Structure Rep.: Chuang, Ching

Sample Information

DIME Sample ID: 2021-01-30-3
TL Number from the TL Form: 999-130
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 01/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/02/2021
The quantity of what the sample constitutes: 6 CYLINDERS
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 999-130
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Short Load Concrete Inc

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: 14
Concrete batch plant: VOLUMETRIC TRUCK
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: SITE
Where the material sample would have been placed if not sampled: I15 CONNECTOR ON THE 60EB FWY STA 1745 TO 1113
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-01-30-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/04/2021
Date Tested: 02/06/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Additional Comments When Verified :

Submitted Test Results

Unit system used? US Units
Number of specimens 6
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.01 in
Average diameter of cylinder 3 6.00 in
Average diameter of cylinder 4 5.99 in
Average diameter of cylinder 5 6.02 in
Average diameter of cylinder 6 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.37 in^2
Cross sectional area of cylinder 3 28.27 in^2
Cross sectional area of cylinder 4 28.18 in^2
Cross sectional area of cylinder 5 28.46 in^2
Cross sectional area of cylinder 6 28.27 in^2
Compressive strength (to nearest 10 psi) 920 psi
Maximum load on cylinder 1 25290 lb
Maximum load on cylinder 2 23000 lb
Maximum load on cylinder 3 27730 lb
Maximum load on cylinder 4 26710 lb
Maximum load on cylinder 5 26480 lb
Maximum load on cylinder 6 27290 lb
Compressive strength of cylinder 1 894.6 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 810.7 psi
Compressive strength of cylinder 3 980.9 psi
Compressive strength of cylinder 4 947.8 psi
Compressive strength of cylinder 5 930.4 psi
Compressive strength of cylinder 6 965.3 psi
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 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 data