Print Report | Back to Sample Detail

Sample Record for 2016-08-27-1

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: 2016-08-27-1
TL Number from the TL Form: 2923-99
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: 08/27/2016
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2016
The quantity of what the sample constitutes: 12
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 945-99
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Unknown

Material Information

The concrete mix design number: CTS-30-RAM
The truck number from where the sample was collected: NOT PROVIDED
The batch plant ticket number from where the sample was collected: NOT PROVIDED
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: NOT PROVIDED
A detailed description of where the material sample was collected: NOT PROVIDED
Where the material sample would have been placed if not sampled: RTE 10 YUCIAPA
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2016-08-27-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/06/2016
Date Tested: 09/03/2016
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
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Average diameter of cylinder 3 6.01 in
Average diameter of cylinder 4 6.01 in
Average diameter of cylinder 5 6.01 in
Average diameter of cylinder 6 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Cross sectional area of cylinder 3 28.37 in^2
Cross sectional area of cylinder 4 28.37 in^2
Cross sectional area of cylinder 5 28.37 in^2
Cross sectional area of cylinder 6 28.37 in^2
Compressive strength (to nearest 10 psi) 1970 psi
Maximum load on cylinder 1 74060 lb
Maximum load on cylinder 2 75010 lb
Maximum load on cylinder 3 37110 lb
Maximum load on cylinder 4 36900 lb
Maximum load on cylinder 5 55650 lb
Maximum load on cylinder 6 56730 lb
Compressive strength of cylinder 1 2610.5 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 2644.0 psi
Compressive strength of cylinder 3 1308.1 psi
Compressive strength of cylinder 4 1300.7 psi
Compressive strength of cylinder 5 1961.6 psi
Compressive strength of cylinder 6 1999.6 psi
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
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2016-08-27-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/06/2016
Date Tested: 09/03/2016
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
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Average diameter of cylinder 3 6.01 in
Average diameter of cylinder 4 6.01 in
Average diameter of cylinder 5 6.01 in
Average diameter of cylinder 6 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Cross sectional area of cylinder 3 28.37 in^2
Cross sectional area of cylinder 4 28.37 in^2
Cross sectional area of cylinder 5 28.37 in^2
Cross sectional area of cylinder 6 28.37 in^2
Compressive strength (to nearest 10 psi) 1680 psi
Maximum load on cylinder 1 74200 lb
Maximum load on cylinder 2 75290 lb
Maximum load on cylinder 3 31900 lb
Maximum load on cylinder 4 32180 lb
Maximum load on cylinder 5 36020 lb
Maximum load on cylinder 6 36970 lb
Compressive strength of cylinder 1 2615.4 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 2653.9 psi
Compressive strength of cylinder 3 1124.4 psi
Compressive strength of cylinder 4 1134.3 psi
Compressive strength of cylinder 5 1269.7 psi
Compressive strength of cylinder 6 1303.1 psi
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
Age of specimen in hours no data