Summary for Test 2020-10-08-35-2
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 | 35 |
|---|---|---|---|
| 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 | 1021-108B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | 1021-108B | 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 | 1394 | The batch plant ticket number from where the sample was collected | 5692360 |
| 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 CABAZON AGGREGATE |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2020-10-08-35
DIME Test ID: 2020-10-08-35-2
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: 5.99 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 5.98 in
Average diameter of cylinder 4: 5.99 in
Average diameter of cylinder 5: 5.98 in
Maximum load on cylinder 1: 24780 lb
Maximum load on cylinder 2: 24840 lb
Maximum load on cylinder 3: 24815 lb
Maximum load on cylinder 4: 24365 lb
Maximum load on cylinder 5: 25150 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 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
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: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.09 in^2
Cross sectional area of cylinder 4: 28.18 in^2
Cross sectional area of cylinder 5: 28.09 in^2
Compressive strength of cylinder 1: 879.3 psi
Compressive strength of cylinder 2: 878.7 psi
Compressive strength of cylinder 3: 883.4 psi
Compressive strength of cylinder 4: 864.6 psi
Compressive strength of cylinder 5: 895.3 psi
Compressive strength (to nearest 10 psi): 880 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/6/2020 ✔