Summary for Test 2018-12-07-8-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 212376 DEA: 044G8504 EFIS: 0413000052 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-1-R44.1 |
| Award Date | 04/12/2018 |
| Closeout Date | 09/01/2020 |
| Work Description | REPLACE PEDESTRIAN OVERCROSSING |
| Location Description | SAN MATEO COUNTY IN PACIFICA AT THE SAN JOSE AVENUE PEDESTRIAN OVERCROSSING |
| QA Service Level | 1 (Verified on 05/23/2018) |
Sample Information
| Sample Taken Date | 12/07/2018 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/24/2018 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | two cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | jason |
| Last name of sampler or witnessed by | louie | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Collected at jobsite |
| Transportation Laboratory (TL) Number | DECK001 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | D101C5RS |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 00000000000000 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Jobsite | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-12-07-8
DIME Test ID: 2018-12-07-8-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-01-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 01/04/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 158654 lb
Maximum load on cylinder 2: 153657 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5574.6 psi
Compressive strength of cylinder 2: 5416.2 psi
Compressive strength (to nearest 10 psi): 5500 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 1/4/2019 ✔