Summary for Test 2016-09-26-7-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211068 DEA: 080N5504 EFIS: 0800020102 |
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DIST-CO-RTE-PM | 08-SBD-40-R105.2/R106.5 |
Award Date | 04/21/2016 |
Closeout Date | 08/09/2018 |
Work Description | REPLACE THE LEFT WATSON WASH BRIDGE N0. 0805L |
Location Description | Not set |
QA Service Level | 1 (Verified on 05/10/2016) |
Sample Information
Sample Taken Date | 09/26/2016 | Sample Unique Key | 7 |
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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 | 10/03/2016 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Other |
First name of sampler or witnessed by | LEONARD | Last name of sampler or witnessed by | ROMERO |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 947-SRL2 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | CEMEX | Transportation Laboratory (TL) Number | SRL 2 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | WATSON WASH BRIDGE |
Material Information
Material Type | Concrete | The concrete mix design number | 1592247 |
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The truck number from where the sample was collected | 35780 | The batch plant ticket number from where the sample was collected | 43823740 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | LOAD 1 | Where the material sample would have been placed if not sampled | TRIAL BATCH 2 |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-09-26-7
DIME Test ID: 2016-09-26-7-2
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: 2016-10-24
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 10/24/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Average diameter of cylinder 3: 5.99 in
Average diameter of cylinder 4: 5.98 in
Average diameter of cylinder 5: 5.99 in
Average diameter of cylinder 6: 5.99 in
Maximum load on cylinder 1: 157330 lb
Maximum load on cylinder 2: 153530 lb
Maximum load on cylinder 3: 156840 lb
Maximum load on cylinder 4: 160610 lb
Maximum load on cylinder 5: 159770 lb
Maximum load on cylinder 6: 163390 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: 3
Type of fracture pattern of cylinder 5: 2
Type of fracture pattern of cylinder 6: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Correction factor for cylinder 5: no data
Correction factor for cylinder 6: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 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: 28.09 in^2
Cross sectional area of cylinder 5: 28.18 in^2
Cross sectional area of cylinder 6: 28.18 in^2
Compressive strength of cylinder 1: 5600.9 psi
Compressive strength of cylinder 2: 5448.2 psi
Compressive strength of cylinder 3: 5565.6 psi
Compressive strength of cylinder 4: 5717.7 psi
Compressive strength of cylinder 5: 5669.6 psi
Compressive strength of cylinder 6: 5798.1 psi
Compressive strength (to nearest 10 psi): 5630 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/24/2016 ✔