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Testing Report for 2020-10-06-15-1

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

Project Information

DEA: 081C38U4
EFIS: 0817000196
Project ID: 213707
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-6.7/R25.1
Work Description: Remove concrete pavement and base, and place HMA and JPCP
Location Description: ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Elvira Lenart
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-10-06-15
TL Number from the TL Form: 3
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/6/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/8/2020
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 1012-03
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: coffman

Material Information

The concrete mix design number: 1906-23
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 43
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: On Job Site at Concrete Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2020-10-06-15-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 10/13/2020
Capped in accordance with: ASTM C617/CTM521
Verified Date: 10/13/2020
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:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
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: 28.37 in^2
Capped in accordance with?: ASTM C617/CTM521
Cross sectional area of cylinder 4: 28.37 in^2
Average diameter of cylinder 1: 6.00 in
Compressive strength (to nearest 10 psi): 840 psi
Average diameter of cylinder 2: 6.01 in
Compressive strength of cylinder 1: 843.1 psi
Compressive strength of cylinder 2: 842.8 psi
Average diameter of cylinder 3: 6.01 in
Compressive strength of cylinder 3: 823.1 psi
Average diameter of cylinder 4: 6.01 in
Compressive strength of cylinder 4: 849.3 psi
Maximum load on cylinder 1: 23835 lb
Maximum load on cylinder 2: 23910 lb
Maximum load on cylinder 3: 23350 lb
Maximum load on cylinder 4: 24095 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 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
Age of specimen: 7 days