Summary for Test 2019-02-12-2-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-34.7/51.6 |
| Award Date | 04/17/2017 |
| Closeout Date | Not set |
| Work Description | (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT |
| Location Description | Riverside County and SBD-15-0.0/1.3 |
| QA Service Level | 1 (Verified on 05/08/2017) |
Sample Information
| Sample Taken Date | 02/12/2019 | Sample Unique Key | 2 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 02/14/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | consultant | Last name of sampler or witnessed by | sequoia |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | 974-0212 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | security paving | Transportation Laboratory (TL) Number | 0212 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | lcb 0212 7 days break | |
| Structure name | lcb 0212 7 days break | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | g3-18-LBC-110 |
|---|---|---|---|
| The truck number from where the sample was collected | na | The batch plant ticket number from where the sample was collected | na |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | SECURITY PAVING |
| A detailed description of where the material sample was collected | na | Where the material sample would have been placed if not sampled | lcb 0212 7 days break |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2019-02-12-2
DIME Test ID: 2019-02-12-2-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-03-01
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Magana
Date of test: 02/19/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.00 in
Maximum load on cylinder 1: 11980 lb
Maximum load on cylinder 2: 11870 lb
Maximum load on cylinder 3: 13390 lb
Maximum load on cylinder 4: 11970 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Correction factor for cylinder 4: 1.00
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.27 in^2
Compressive strength of cylinder 1: 423.8 psi
Compressive strength of cylinder 2: 418.4 psi
Compressive strength of cylinder 3: 473.6 psi
Compressive strength of cylinder 4: 423.4 psi
Compressive strength (to nearest 10 psi): 430 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/22/2019 ✔