Print Report | Back to Sample Detail

Sample Record for 2018-10-10-12

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

Project Information

Project ID: 213367 DEA: 081H5104 EFIS: 0817000070 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18,138-138PM37.6,18PM20.5
Work Description: INSTALL CMS SIGNS
Location Description: IN SAN BERNARDINO COUNTY IN SAN BERNARDINO AT VARIOUS LOCATIONS
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIRCLE WES, Irvine, CA 92606
Resident Engineer: Manuel Ruiz Structure Rep.: MD Rahman

Sample Information

DIME Sample ID: 2018-10-10-12
TL Number from the TL Form: 101018
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: 10/10/2018
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2018
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 989-1010
Structure unique identifier: CIDH SIGN FOUNDATION AT 18
Structure name: CIDH SIGN FOUNDATION AT 18
The fabricator/manufacturer/facility name: ROBERTSONS REDLAND

Material Information

The concrete mix design number: sc590B38
The truck number from where the sample was collected: 1249
The batch plant ticket number from where the sample was collected: 3610331
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: peterson chase constructon
A detailed description of where the material sample was collected: 17 CY
Where the material sample would have been placed if not sampled: CIDH SIGN FOUNDATION AT 18
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2018-10-10-12-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 11/07/2018
Date Tested: 11/07/2018
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: (909) 829-3029
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
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 4420 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 4383.0 psi
Compressive strength of cylinder 2 4463.8 psi
Maximum load on cylinder 1 124740 lb
Maximum load on cylinder 2 127040 lb
Type of fracture pattern of cylinder 1 2
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 28 days