Summary for Test 2020-10-03-1-1
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 | 10/03/2020 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/06/2020 | Sample type | Quality Assurance |
| A brief description of the sample | RSLCB CYLINDERS | The quantity of what the sample constitutes | 6 CYLINDERS RSLCB |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Not Avaliable |
| Last name of sampler or witnessed by | NA | Title of sampler | RMA TECH |
| Telephone number of sampler | Laboratory sample identification | 999-1003A | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | SHORTLOAD CONCRETE | |
| Transportation Laboratory (TL) Number | 999-1003A | 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 | CTS 30 RAM |
|---|---|---|---|
| The truck number from where the sample was collected | 6 | The batch plant ticket number from where the sample was collected | NOT PROVIDED |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | SITE | Where the material sample would have been placed if not sampled | 60 W of Milliken STA 50175 to 47300 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-10-03-1
DIME Test ID: 2020-10-03-1-1
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: 2020-10-12
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Mendez
Date of test: 10/10/2020
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: 6.01 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 6.01 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 63470 lb
Maximum load on cylinder 2: 64510 lb
Maximum load on cylinder 3: 63295 lb
Maximum load on cylinder 4: 61385 lb
Maximum load on cylinder 5: 63235 lb
Maximum load on cylinder 6: 63225 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 3
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 2
Type of fracture pattern of cylinder 6: 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
Correction factor for cylinder 6: 1.00
Age of specimen: 7 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: 28.37 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Cross sectional area of cylinder 5: 28.37 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength of cylinder 1: 2252.3 psi
Compressive strength of cylinder 2: 2281.9 psi
Compressive strength of cylinder 3: 2231.1 psi
Compressive strength of cylinder 4: 2163.7 psi
Compressive strength of cylinder 5: 2228.9 psi
Compressive strength of cylinder 6: 2236.5 psi
Compressive strength (to nearest 10 psi): 2230 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2020 ✔