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Testing Report for 2021-04-16-12-1

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: 2021-04-16-12
TL Number from the TL Form: 22
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: 4/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 4/17/2021
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 1012-22
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: na
The batch plant ticket number from where the sample was collected: 1841424373
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: JOB
Where the material sample would have been placed if not sampled: sta 213 50
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-04-16-12-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 4/23/2021
Verified Date: 4/23/2021
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:
Test Result Compliance:
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 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.00 in
Average diameter of cylinder 5: 6.00 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: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.27 in^2
Cross sectional area of cylinder 5: 28.27 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength (to nearest 10 psi): 890 psi
Maximum load on cylinder 1: 25600 lb
Maximum load on cylinder 2: 25800 lb
Maximum load on cylinder 3: 25100 lb
Maximum load on cylinder 4: 25050 lb
Maximum load on cylinder 5: 25200 lb
Maximum load on cylinder 6: 24950 lb
Compressive strength of cylinder 1: 905.6 psi
Type of fracture pattern of cylinder 1: 2
Compressive strength of cylinder 2: 912.6 psi
Compressive strength of cylinder 3: 887.9 psi
Compressive strength of cylinder 4: 886.1 psi
Compressive strength of cylinder 5: 891.4 psi
Compressive strength of cylinder 6: 882.6 psi
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 2
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