Summary for Test 2018-06-15-11-1
Test performed: ASTM C39-17aProject 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 | 08/01/2024 |
| 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 | 06/15/2018 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 06/19/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | valcan material | Last name of sampler or witnessed by | roy fisher |
| Title of sampler | INDEPENDENT QA | Telephone number of sampler | Unknown |
| Laboratory sample identification | 974-615 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Security Paving batch plant | Transportation Laboratory (TL) Number | 974-615 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | design build for I15 express lanes project |
| Structure name | design build for I15 express lanes project | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | g3-18-lcb-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 | Security Paving batch plant | The fabricator/manufacturer designation for the sample | AMES CONSTRUCTION |
| A detailed description of where the material sample was collected | Batch plant | Where the material sample would have been placed if not sampled | design build for I15 express lanes project |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2018-06-15-11
DIME Test ID: 2018-06-15-11-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-07-04
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 06/22/2018
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
Maximum load on cylinder 1: 12360 lb
Maximum load on cylinder 2: 12370 lb
Maximum load on cylinder 3: 13130 lb
Maximum load on cylinder 4: 13340 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 2
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
Age of specimen in hours: no data
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
Compressive strength of cylinder 1: 435.7 psi
Compressive strength of cylinder 2: 436.0 psi
Compressive strength of cylinder 3: 462.8 psi
Compressive strength of cylinder 4: 470.2 psi
Compressive strength (to nearest 10 psi): 450 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/27/2018 ✔
