Summary for Test 2024-07-02-19-7

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 994525
DEA: 031H9904
EFIS: 0317000043
DIST-CO-RTE-PM03-PLA,NEV-80-68.3/69.7,0.0/R2.7
Award Date11/07/2023
Closeout DateNot set
Work DescriptionRDWY EXC, PLACE HMA & JPCP, SLAB REPLACEMENT & POLYESTER CONC OVERLAY.
Location DescriptionPLACER AND NEVADA COUNTIES NEAR KINGVALE FROM 0.3 MILE WEST OF TROY UNDERCROSSING TO 0.2 MILE EAST OF SODA SPRINGS OVERCROSSING
QA Service Level1 (Verified on 05/15/2023)

Sample Information

Sample Taken Date07/02/2024 Sample Unique Key19
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 testing07/02/2024
Sample typeQuality Control A brief description of the sample1 cubic ft. of Concrete for Testing
The quantity of what the sample constitutes1 cubic ft. of Concrete for Testing From where was the sample collectedFabricator
First name of sampler or witnessed byMark Patrick Last name of sampler or witnessed byBaddu
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCon-Fab California, LLC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design number98NV20AF
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected11096
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedBed 1A at 2nd truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-07-02-19
DIME Test ID: 2024-07-02-19-7
Testing Lab: Con-Fab California Corporation - Lathrop
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-07-26

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ferdinand Rosal
Date of test: 07/19/2024
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 8.62 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 80886 lb
Maximum load on cylinder 2: 82519 lb
Maximum load on cylinder 3: 82770 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
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
Age of specimen: 19 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 6530 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/26/2024