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Sample Record for 2016-09-17-2

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

Project Information

Project ID: 210695 DEA: 080K2924 EFIS: 0812000099 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-32.9/R37.4
Work Description: REPLACE EXISTING (PCCP) WITH (RSCP).
Location Description: IN/NEAR REDLANDS FROM 0.2 MILE W/O FORD STREET TO 0.4 MILE E/O LIVEOAK CANYON ROAD.
Contractor Name: J. MCLOUGHLIN ENGINEERING CO., INC.
Contractor Address: 10641 Fulton Court, Rancho Cucamonga, CA 91730
Resident Engineer: Maged Youssef Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2016-09-17-2
TL Number from the TL Form: 9-2
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/17/2016
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2016
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: 945-9-2
Structure unique identifier: 10 EB
Structure name: Unknown
The fabricator/manufacturer/facility name: NP

Material Information

The concrete mix design number: CTS-30-RAM
The truck number from where the sample was collected: NP
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NP
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2016-09-17-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/24/2016
Date Tested: 09/24/2016
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 6
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.98 in
Average diameter of cylinder 3 5.96 in
Average diameter of cylinder 4 5.98 in
Average diameter of cylinder 5 6.01 in
Average diameter of cylinder 6 5.98 in
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.09 in^2
Cross sectional area of cylinder 3 27.9 in^2
Cross sectional area of cylinder 4 28.09 in^2
Cross sectional area of cylinder 5 28.37 in^2
Cross sectional area of cylinder 6 28.09 in^2
Compressive strength (to nearest 10 psi) 1990 psi
Maximum load on cylinder 1 54360 lb
Maximum load on cylinder 2 57340 lb
Maximum load on cylinder 3 55120 lb
Maximum load on cylinder 4 55440 lb
Maximum load on cylinder 5 56560 lb
Maximum load on cylinder 6 56830 lb
Compressive strength of cylinder 1 1935.2 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 2041.3 psi
Compressive strength of cylinder 3 1975.6 psi
Compressive strength of cylinder 4 1973.7 psi
Compressive strength of cylinder 5 1993.7 psi
Compressive strength of cylinder 6 2023.1 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 1
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 no data
Correction factor for cylinder 3 no data
Correction factor for cylinder 4 no data
Correction factor for cylinder 5 no data
Correction factor for cylinder 6 no data
Age of specimen 7 days
Age of specimen in hours no data