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Sample Record for 2020-10-08-35

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

Project Information

Project ID: 213705 DEA: 07340604 EFIS: 0717000174 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,VEN-2,5,10,57,60,etc.-VAR
Work Description: ITS DETECTION REPAIR, MGS, VEGETATION CONTROL, CONCRETE BARRIER
Location Description: LOS ANGELES COUNTY AND VENTURA COUNTY AT VARIOUS LOCATIONS
Contractor Name: PTM GENERAL ENGINEERING SERVICES, INC.
Contractor Address: 5942 ACORN STREET, RIVERSIDE, CA 92504
Resident Engineer: Sherif Guiruis Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-10-08-35
TL Number from the TL Form: 1021-108B
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: 10/08/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2020
The quantity of what the sample constitutes: 1 Batch Concrete
A brief description of the sample: Concrete Cyliders
From where was the sample collected: Other
Laboratory sample identification: 1021-108B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown

Material Information

The concrete mix design number: SC425N49
The truck number from where the sample was collected: 1394
The batch plant ticket number from where the sample was collected: 5692360
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: na
Where the material sample would have been placed if not sampled: TRIAL BATCH CABAZON AGGREGATE
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2020-10-08-35-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/20/2020
Date Tested: 10/15/2020
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 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 5.99 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.18 in^2
Compressive strength (to nearest 10 psi) 910 psi
Maximum load on cylinder 1 26800 lb
Maximum load on cylinder 2 24280 lb
Compressive strength of cylinder 1 951.0 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 861.6 psi
Type of fracture pattern of cylinder 2 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
Age of specimen 7 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2020-10-08-35-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/06/2020
Date Tested: 11/05/2020
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 5
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 6.00 in
Average diameter of cylinder 3 5.98 in
Average diameter of cylinder 4 5.99 in
Average diameter of cylinder 5 5.98 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.27 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 28.09 in^2
Compressive strength (to nearest 10 psi) 880 psi
Maximum load on cylinder 1 24780 lb
Maximum load on cylinder 2 24840 lb
Maximum load on cylinder 3 24815 lb
Maximum load on cylinder 4 24365 lb
Maximum load on cylinder 5 25150 lb
Compressive strength of cylinder 1 879.3 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 878.7 psi
Compressive strength of cylinder 3 883.4 psi
Compressive strength of cylinder 4 864.6 psi
Compressive strength of cylinder 5 895.3 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 1
Type of fracture pattern of cylinder 5 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
Age of specimen 28 days
Age of specimen in hours no data