Sample Record for 2016-09-10-3
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: 2016-09-10-3
TL Number from the TL Form: 945-8-3
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: 09/10/2016
Date that the sample was received by the laboratory/organization performing the testing: 09/12/2016
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 945-8-3
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Jobsite
Material Information
The concrete mix design number: CTS-30-RAM
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: AtJobsite
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2016-09-10-3-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
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: 213-792-4794
This test has been superseded on 09/17/2016.
Reason: retested
Test 2 of 2
DIME Test ID: 2016-09-10-3-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/17/2016
Date Tested: 09/17/2016
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: 9098293029
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
|
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
|
Capped in accordance with?
|
ASTM C617/CTM521
|
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
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.00 in
|
Compressive strength of cylinder 1
|
1295.4 psi
|
Compressive strength of cylinder 2
|
1306.0 psi
|
Average diameter of cylinder 3
|
6.00 in
|
Compressive strength of cylinder 3
|
1270.3 psi
|
Compressive strength (to nearest 10 psi)
|
1290 psi
|
Average diameter of cylinder 4
|
6.00 in
|
Compressive strength of cylinder 4
|
1267.8 psi
|
Average diameter of cylinder 5
|
6.00 in
|
Compressive strength of cylinder 5
|
1295 psi
|
Average diameter of cylinder 6
|
6.00 in
|
Compressive strength of cylinder 6
|
1289.7 psi
|
Maximum load on cylinder 1
|
36620 lb
|
Maximum load on cylinder 2
|
36920 lb
|
Maximum load on cylinder 3
|
35910 lb
|
Maximum load on cylinder 4
|
35840 lb
|
Maximum load on cylinder 5
|
36610 lb
|
Maximum load on cylinder 6
|
36460 lb
|
Type of fracture pattern of cylinder 1
|
3
|
Type of fracture pattern of cylinder 2
|
3
|
Type of fracture pattern of cylinder 3
|
3
|
Type of fracture pattern of cylinder 4
|
3
|
Type of fracture pattern of cylinder 5
|
3
|
Type of fracture pattern of cylinder 6
|
3
|
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
|