Summary for Test 2020-02-19-6-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2 |
| Award Date | 04/18/2019 |
| Closeout Date | 06/28/2022 |
| Work Description | REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/17/2019) |
Sample Information
| Sample Taken Date | 02/19/2020 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 02/21/2020 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 LCB cylinders |
| The quantity of what the sample constitutes | 6 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ronnie | Last name of sampler or witnessed by | Roberts |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 999-219A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | 999-219A |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | LCB-60 |
|---|---|---|---|
| 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 | NA | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Job Site | Where the material sample would have been placed if not sampled | 60 FWY EB VINEYARD OFF RAMP LANE 5 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-02-19-6
DIME Test ID: 2020-02-19-6-1
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: 2020-02-26
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 02/26/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 25040 lb
Maximum load on cylinder 2: 24900 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 885.7 psi
Compressive strength of cylinder 2: 880.8 psi
Compressive strength (to nearest 10 psi): 880 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/26/2020 ✔