Summary for Test 2026-07-13-14-1

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 1000970
DEA: 031J6304
EFIS: 0321000023
DIST-CO-RTE-PM03-SAC-99-6.04/7.06
Award DateNot set
Closeout DateNot set
Work DescriptionWILLOW SLOUGH REPLACEMENT
Location DescriptionSACRAMENTO COUNTY NEAR ELK GROVE FROM 0.2 MILE NORTH OF ARNO ROAD TO 0.4 MILE SOUTH OF DILLARD ROAD
QA Service Level1 (Verified on 02/13/2025)

Sample Information

Sample Taken Date07/13/2026 Sample Unique Key14
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 testing07/14/2026
Sample typeQuality Assurance A brief description of the sample3x6 UHPC Cylinders
The quantity of what the sample constitutes386 CY From where was the sample collectedJob Site
First name of sampler or witnessed byMike Last name of sampler or witnessed byMullins
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSika Corporation Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid Item3942481

Material Information

Material TypeConcrete The concrete mix design numberSikacrete-930 UHPC
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected3rd Joint Pour
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedSkid Steer by TMG Industrial: Model TMG-SCM61 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.301155713

Test Details

DIME Sample ID: 2026-07-13-14
DIME Test ID: 2026-07-13-14-1
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-07-15

Test Results


Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mario Periera Vaz
Date of test: 07/15/2026
Capped in accordance with?: ASTM C39 - Ground End
Apparent mass of submerged cylinder 1: 3.69 lb
Average diameter of cylinder 1: 3.00 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.00 in
Average diameter of cylinder 4: 3.00 in
Average diameter of cylinder 5: 3.00 in
Maximum load on cylinder 1: 83750 lb
Maximum load on cylinder 2: 102500 lb
Maximum load on cylinder 3: 108670 lb
Maximum load on cylinder 4: 102195 lb
Maximum load on cylinder 5: 97580 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Type of fracture pattern of cylinder 4: 3
Type of fracture pattern of cylinder 5: 3
Comment on any defect in either specimen or caps (Max 250 Characters): Small air pockets present, no other defects found
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: 2 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 7.07 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.07 in^2
Cross sectional area of cylinder 4: 7.07 in^2
Cross sectional area of cylinder 5: 7.07 in^2
Compressive strength of cylinder 1: 11850.0 psi
Compressive strength of cylinder 2: 14500.0 psi
Compressive strength of cylinder 3: 15370 psi
Compressive strength of cylinder 4: 14450 psi
Compressive strength of cylinder 5: 13800 psi
Compressive strength (to nearest 10 psi): 13990 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Tested followed ASTM C-39M with ASTM 1856 - UHPC. Tested at 9:00 AM Sharp

Test was verified on 7/15/2026