Summary for Test 2020-10-08-34-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 213705 DEA: 07340604 EFIS: 0717000174 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,VEN-2,5,10,57,60,etc.-VAR |
| Award Date | 12/17/2018 |
| Closeout Date | 08/03/2023 |
| Work Description | ITS DETECTION REPAIR, MGS, VEGETATION CONTROL, CONCRETE BARRIER |
| Location Description | LOS ANGELES COUNTY AND VENTURA COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 06/18/2019) |
Sample Information
| Sample Taken Date | 10/08/2020 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 10/10/2020 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cyliders |
| The quantity of what the sample constitutes | 1 Batch Concrete | From where was the sample collected | Other |
| First name of sampler or witnessed by | Marques B | Last name of sampler or witnessed by | and Reggie H |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 1021-108A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 1021-108A |
| 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 | SC425N49 |
|---|---|---|---|
| The truck number from where the sample was collected | 1488 | The batch plant ticket number from where the sample was collected | 574886 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | na | Where the material sample would have been placed if not sampled | TRIAL BATCH PALMDALE AGGREGATE |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2020-10-08-34
DIME Test ID: 2020-10-08-34-2
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: 2020-11-06
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: JOSE GUZMAN
Date of test: 11/05/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Average diameter of cylinder 3: 5.99 in
Average diameter of cylinder 4: 6.00 in
Average diameter of cylinder 5: 5.99 in
Maximum load on cylinder 1: 50725 lb
Maximum load on cylinder 2: 51020 lb
Maximum load on cylinder 3: 52250 lb
Maximum load on cylinder 4: 49960 lb
Maximum load on cylinder 5: 48510 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 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
Correction factor for cylinder 5: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Cross sectional area of cylinder 3: 28.18 in^2
Cross sectional area of cylinder 4: 28.27 in^2
Cross sectional area of cylinder 5: 28.18 in^2
Compressive strength of cylinder 1: 1794.3 psi
Compressive strength of cylinder 2: 1810.5 psi
Compressive strength of cylinder 3: 1854.2 psi
Compressive strength of cylinder 4: 1767.2 psi
Compressive strength of cylinder 5: 1721.4 psi
Compressive strength (to nearest 10 psi): 1790 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/6/2020 ✔